11/01/1990 - Advisory Parks & Recreation Commission
MEMORANDUM
TO: ADVISORY PARKS & RECREATION COMMISSION
FROM: KEN VRAA, DIRECTOR OF PARKS & RECREATION
DATE: OCTOBER 25, 1990
RE: NOVEMBER 1, 1990 COMMISSION MEETING
FOR YOUR IMMEDIATE ATTENTION
A reminder that the Advisory Commission meeting will start at 6:15 P.M.
Staff will be making a presentation to the City Council regarding the budget for the
department. Members of the Council have concerns regarding the budget due to program
costs, etc. It would be most appropriate for the Advisory Commission to be involved in
the budget presentation and discussion in order to understand any changes in the
philosophy of the Council in conjunction with program costs and revenues.
The Council will begin meeting at 5:30 P.M. to review two other items of City business;
they expect to begin promptly at 6:15 with the Parks and Recreation items. If you are
able to attend, it might be appropriate to get there a few minutes early in order to
accommodate the City Council's tight time frame, as well as allow the Commission to
begin its regular meeting and adjournment at a reasonable hour.
The Advisory Commission will begin its regular meeting following the Council workshop
on the budget. The November agenda appears rather light with only three items under
the "Consent Agenda" and two development proposals.
As always, the packet contains information from the Planning Department concerning
these development items.
OLD BUSINESS
There is only one (1) item under "Old Business" which is the Maintenance Management
Plan. Staff has placed this item on the agenda for potential discussion pending the
outcome of the special meeting on 24th.
ADVISORY PARKS & RECREATION COMMISSION
PAGE TWO
OCTOBER 25, 1990
NEW BUSINESS
The single item under "New Business" is to set a meeting for the Park Naming Committee.
Currently, the Department has two parks that have not officially been reviewed for
naming. Those are the Willmus Property adjacent to Oak Ridge Elementary School and
the Covington Addition. Therefore, it would be appropriate for the Commission to plan
a time frame for their park naming committee to begin the process to identify names for
those parks, with official adoption in the Spring of 1991.
PARKS DEVELOPMENT
Staff will advise the Advisory Commission on the progress being made on the various
parks development projects, as well as the Leo Murphy acquisition.
OTHER BUSINESS AND REPORTS
Staff will review the "Department Happenings", the status of the youth representative for
the Recreation Sub-Committee and a recent issue of unauthorized grading within the
City's Highline Corridor.
Again, the Commission will meet at 6:15 P.M. in a joint session with the City Council for
a Council workshop and resume its normal agenda immediately following the Council's
review of the budget items.
Respectful) sub 'tted,
Ken Vraa,
Director of Parks & Recreation
KV/bls
oL.
AGENDA
ADVISORY PARKS AND RECREATION COMMISSION
EAGAN, MINNESOTA
Thursday, November 1, 1990
7:30 P.M.
Eagan Municipal Center
A. 6:15 P.M. Special Joint Council/Commission Meeting
B. 7:30 P.M. Regular Meeting - Eagan Municipal Center
C. Call to Order and Pledge of Allegiance
D. Approval of Agenda
E. Approval of Minutes of Regular Meeting of October 4, 1990
G. Consent Agenda
(1) Boyle Addition - Rezoning
(2) Town Centre 100-9th Addition - Preliminary Plat
(3) Cliff Lake Centre-2nd Addition - Preliminary Plat
H. Development Proposals
(1) Best Brands Inc.
(2) Burrview Pond Addition
1. Old Business
(1) Maintenance Management Plan
J. New Business
(1) Park Naming (Willmus and Covington)
K. Parks Development
(1) Update
(2) Blackhawk Park/Leo Murphy Acquisition
L. Other Business and Reports
(1) Department Happenings
(2) Youth Representation on Recreation Subcommittee
(3) Unauthorized Grading within Highline Corridor
c.
Subject to Approval
MINUTES OF A REGULAR MEETING OF
THE ADVISORY PARKS AND RECREATION COMMISSION
EAGAN, MINNESOTA
OCTOBER 4,1990
A regular meeting of the Advisory Parks and Recreation Commission was called to order at 7:30 P.M.
on Thursday, October 4, 1990 with the following Commission Members present: Ted Billy, George Kubik,
Michele Swanson, Shawn Hunter and Jack Johnson. Commission Members Dick Carroll and John Griggs were
not present. Staff present included Ken Vraa, Director of Parks and Recreation; Stephen Sullivan, Landscape
Architect/Parks Planner; Dorothy Peterson, Recreation Supervisor II; John VonDeLinde, Parks
Superintendent; Jon Oyanagi, Recreation Supervisor and Cherryl Mesko, Secretary.
AGENDA
Director Vraa asked that "Private Encroachment/Carlson Lake Park" be added as item #3 under New
Business. Shawn Hunter moved, Ted Billy seconded with all members voting in favor to accept the agenda
as amended.
MINUTES OF REGULAR MEETING OF SEPTEMBER 6, 1990
Ted Billy moved, Michele Swanson seconded with all members voting in favor to accept the minutes
as presented.
MINUTES OF SPECIAL MEETING OF SEPTEMBER 24, 1990
Shawn Hunter moved, Ted Billy seconded with all members voting in favor to accept the minutes as
presented.
CONSENT AGENDA
Shawn Hunter moved, Ted Billy seconded with all members voting in favor to recommend the
following to the City Council:
1. HELLER ADDITION - PRELIMINARY PLAT. That Lots 1, 3 and 4 be subject to a cash
parkland dedication and that Lots 1, 3 and 4 be subject to a cash trailway dedication.
MAINTENANCE MANAGEMENT PLAN
John VonDeLinde explained that the packet contained background review of the maintenance
management program along with an executive summary for the Commission to review. He stated he was not
going to get into a discussion regarding this issue at this time, however he suggested that the Commission set
a special meeting date to review this plan. John also provided each Commission member with a bound
notebook containing the proposed maintenance management plan and suggested that the Commission
members focus on the introduction for each section in the plan rather than try to read the entire plan before
the special meeting.
After further discussion a special meeting date was scheduled for Wednesday, October 24 at 7:00 P.M.
George Kubik stressed the importance of reviewing the plan before the October 24th meeting.
S.
ADVISORY PARKS AND RECREATION COMMISSION
MINUTES OF OCTOBER 4, 1990 MEETING
PAGE 2
RECREATION FEE ASSISTANCE
Dorothy Peterson explained that requests have come in during the year asking for financial assistance
for several programs. Staff received $300 from the Town Centre Trust Fund which was to be designated for
families asking for financial assistance for playground activities. The requests for assistance, however did not
come from the playground activities, rather requests were made for financial help for preschool programs, T-
Ball and Tiny Tots activities. At this time staff feels the need to formalize this issue to establish a consistent
procedure in dealing with requests for financial assistance.
Dorothy stated that the four primary issues include 1) Source of Funding 2) Eligibility 3) Scope of
Assistance and 4) Legal/Privacy Issues. Staff has completed a survey of neighboring communities to see how
they handled this situation and found a wide range of options. Some communities use city funds exclusively,
while some solicit donations.
Regarding eligibility, some communities require a written request that explains the circumstances and
the amount the individual is comfortable paying. In another case, eligibility is based on the school lunch
reduced fee program. In most cases the communities surveyed have developed a formal application procedure
and the recreation staff is most commonly approving or denying scholarship funding.
The scope of assistance varies by community however most communities place a cap on the amount
of money that is distributed, i.e. $100 per child per year. Dorothy continued that another aspect for the
Commission to consider included the privacy issue. She stated that staffs perceived need for a policy regarding
recreation fee assistance does not stem from concerns that abuses will occur or that eligibility needs to be
narrowly defined. The impetus for establishing a policy is rooted in finite resources and how best to provide
an opportunity to participate, for even a little while.
George Kubik asked how time payments would work and would they cause an administrative burden.
Dorothy explained that this is being done currently where an applicant will pay for a portion of the fee at
registration and the balance when the actual class begins. George then asked if it was necessary for the City
to know the applicant's income, stating that he preferred not to have this type of question asked. Shawn
Hunter stated that he felt staffs recommendations were completely in line with what other communities were
doing and felt all requests were reasonable. Ted Billy also agreed with staffs recommendations but asked that
a disclaimer be included which stated that any of the provisions may be waived if staff determines there are
extenuating circumstances that warrant such a change.
After further discussion, Ted Billy moved, Shawn Hunter seconded with all members voting in favor
to accept the following recommendations to establish a formal youth recreation fee assistance policy:
1. Responds to requests for registrations fee assistance that are presented in writing. Said
request would briefly explain the circumstances that necessitate assistance.
2. The written request would identify the recreation program for which registration is desired
and the amount of co-payment that can be made.
3. A maximum of $100 per youth per year, with the additional maximum of $35 per quarter is
suggested.
4. Time payments would be accepted, with the stipulation that payment is completed, at a
minimum, two weeks prior to the end of an activity.
ADVISORY PARKS AND RECREATION COMMISSION
MINUTES OF OCTOBER 4, 1990 MEETING
PAGE 3
5. Scholarship funding will be sought from civic organizations.
6. Youth must be residents of the City of Eagan.
7. In the event that the Department budget must absorb "cost" for a scholarship program, it
would be in the form of reduced revenue.
8. Any of the provisions may be waived if staff determines there are extenuating circumstances
that warrant such a change.
George Kubik thanked Dorothy for her usual excellent job in the research and recommendations on
this issue.
WINTER SKATING PROGRAM - 1990-91
Ken Vraa stated that Recreation Supervisor Jon Oyanagi was present to review the 1989-90 skating
season as well as present some of the alternatives for the Commission to consider for the 1990-91 season. One
of the issues for the Commission to consider is the consideration for replacement of the Well Site rink. In
the past this rink has had a great deal of use being designated as a free skate as well as speed skate oval. With
the construction at Well Site Park continuing through the winter months this site will be unusable for the
1990-91 season. Ken continued that 3 sites have also been identified for reduced hours of use if budget
constraints are an issue. Ken then turned the meeting over to Jon Oyanagi.
Jon Oyanagi pointed out the location of Well Site Park as well as the 11 skating locations that had
buildings and the 6 skating sites without a shelter. He continued that due to the budget concerns this is the
time for the Commission to review the use of the 1989-90 locations to determine which sites will best suit the
needs of residents in the 1990-91 skating season.
Jon stated that the temporary loss of Well Site Park provided an opportunity to investigate other
pleasure skating/speed skating opportunities. Some of the locations staff has considered included Rahn Park
(on the existing soccer field), Lexington Diffley site, Woodhaven Park, Pilot Knob Park, Bridle Ridge Park
and Thomas Lake. The Commission may also consider taking no action at all and waiting until the 1991-92
skating season to re-open Well Site Park. Of all the options considered it appeared that Thomas Lake would
provide some innovative opportunities for pleasure skating. If this location was to be considered, however,
staff would need to provide for temporary lighting and a warming shelter.
Ted Billy expressed his concern for considering Thomas Lake as an alternative for Well Site because
of the safety issue of skating on the lake. He felt that there would be too much liability in offering this as a
skating site. Ken Vraa stated that staff was merely providing alternatives for the Commission to review and
it was felt that because Thomas Lake is closer in proximity to Well Site that the transition for pleasure skaters
would be minimal as opposed to directing them to another park location.
George Kubik asked what the cost for the season would be if Thomas Lake was selected as the
alternate pleasure skating site. Mr. Vraa responded that staff costs would be approximately $1000, trailer
rental would be approximately $500 per month and temporary lighting would be $620 per month for a two
lamp system and $720 per month for a 4 lamp system. Ted Billy then asked if standard equipment could be
used to clear the ice and how thick would the ice have to be to allow the clearing equipment on it's surface.
John VonDeLinde responded that the ice would need to be 6-7" thick before a groundsmaster would be able
to comfortably operate on the surface. Mr. Vraa added that the DNR suggests that the ice thickness be 4"
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ADVISORY PARKS AND RECREATION COMMISSION
MINUTES OF OCTOBER 4, 1990 MEETING
PAGE 4
before any type of use. Ted Billy stated there would need to be some type of system to barricade the area
when the ice was determined to be unsafe. George Kubik suggested the area be posted in that instance but
expressed a concern for needing someone at the site in order to insure the warnings were heeded.
Jack Johnson expressed his concern for using Thomas Lake at all because of the precedent it may set.
He suggested that if Thomas Lake was used perhaps residents surrounding other water bodies would then
petition the City to clear and maintain their areas for skating. He said he could see many requests being
received to maintain rinks on ponds throughout the City. George Kubik suggested that the City could explain
that Thomas Lake was a special instance because of the disruption to the Well Site Park facility.
Michele Swanson stated that she would like to see a speed skate oval placed at Woodhaven because
the lights and shelter building are already in place. She also said that she would like to see the pleasure
skating absorbed at existing sites rather than try to develop a new site for a single use. Further discussion by
staff revealed that Woodhaven would be a possibility for a skating oval however some grading would need to
occur, which could impact the softball field, in order for that to be a viable option. Rahn was also discussed
as a possibility but this site too would require grading resulting in loss of turf on the soccer field. After
further investigation, both of these sites were dismissed because of the impact to other program facility uses.
George Kubik suggested making some adjustments to the hockey rink at Pilot Knob to allow for a
skating oval there. Perhaps dismantling a portion of the hockey boards and increasing the size of the skating
area would serve the purpose since the lighting and the shelter building are at this site as well. John
VonDeLinde stated that this would be difficult, but possible. Jon Oyanagi expressed his concern that this site
is not as visible as some of the other options presented and it may be more difficult to direct people to this
location.
After further discussion George Kubik moved, Shawn Hunter seconded with all members voting in
favor to defer the speedskating site for the 1990-91 season and that staff pursue the possibility of using another
community's facility for the 1990-91 speedskating season. Further, pleasure skating will be absorbed by existing
sites in 1990-91 rather than provide a separate facility for that specific use. Both the speedskating and
pleasure skating locations will be re-evaluated in the fall of 1991.
Shawn Hunter moved, Ted Billy seconded with all members voting in favor to change the shelter hours
at the following locations as follows: Lexington will open at 6:00 P.M. weekdays and 12:00 noon on Saturdays.
Woodhaven and Pilot Knob will only be open Friday evenings and weekends. All three sites will maintain a
full holiday vacation week schedule.
PRIVATE ENCROACHMENT/CARLSON LAKE PARK
Ken Vraa explained that when the park site master plan was being prepared for Carlson Lake Park
the boundary survey revealed that a portion of bituminous driveway, serving a private residence at 1345
Cosmos Lake, was encroaching approximately seven feet into Carlson Lake Park. This was the first time the
City and the homeowner knew this situation existed. The City notified the homeowner and subsequent
meetings have taken place regarding this issue. After having met with the City Attorney it appears as though
there are only two alternatives for the homeowner. The first would be for the homeowner to remove the
driveway completely and the second would be for the City to grant a license to the homeowner to use the
property as a driveway until such time as the City chooses to revoke that license. It is the attorney's
determination that the dedication language is such that the City does not have statutory authority to convert
any portion of the park property to private ownership through fee simple title. Therefore, the option to sell
this portion of the land or deed this portion of land to the homeowner is not a viable alternative. Mr. Vraa
continued that the issues for the Commission to consider were to either have the homeowner remove the
driveway completely or provide a license for the use of this driveway by the homeowner.
8•
ADVISORY PARKS AND RECREATION COMMISSION
MINUTES OF OCTOBER 4, 1990 MEETING
PAGE 5
Mr. Richard James, 1345 Cosmos Lane identified himself as the homeowner in this issue. He stated
that his greatest concern at this time is the potential resale of his home. He stated that if a license is issued
it could not be transferred therefore would have a negative impact on the value of his home. He also stated
that the relocation of his driveway would pose a hardship for him. He continued that the parkland was
dedicated in March of 1973 and the home in which he lives was built in June of 1973. When the James'
purchased their home a few years ago he moved from another area and a title search was done, however he
did not purchase title insurance. He feels he has no recourse at this time to recoup the expenses that will be
incurred with either the relocation of the driveway or the loss in resale value due to a license being issued on
the property where the driveway is located. Mr. James' preference would be that the City simply move the
boundary of the park so that the driveway no longer encroaches on park property. Mr. Kubik reminded Mr.
James that the City attorney's opinion was that the City did not have the authority to convert any portion of
the property to private ownership by simple fee title. Mr. Kubik continued that it appeared that issuing a
license was the only option at this time.
After further discussion George Kubik moved, Jack Johnson seconded with all members voting in
favor to proceed with issuing a license for Richard James, 1345 Cosmos Lane to allow use of the driveway
located on park property with the details and time frame to be worked out between staff and the City attorney.
PARKS DEVELOPMENT UPDATE
Steve Sullivan explained that the seeding is nearing completion at all park sites. He continued that
the interior of the Bridle Ridge building is being worked on while the Northview and Ohmann buildings are
enclosed.
Steve continued that an RFP has been received from the current contractor at Carlson Lake Park as
recommended by the Advisory Parks and Recreation Commission and approved by the Council. Steve
continued that the contractor is willing to make the changes and if the agreement works out, work will begin
in approximately one week.
BLACKHAWK PARK
Director Vraa explained that there is a significant amount of background information regarding
Blackhawk Community Park which the Commission should be aware of as it deals with the planning for this
park. Some of the issues that the Commission needs to consider is that the LAWCON/LCMR grant for
$144,200 is due to expire on December 31, 1991. In addition, the Eagan Lions Club has indicated a willingness
to help fund the construction of a shelter building in this park with a donation of $50,000. Over the past few
months that amount has grown to be in excess of $100,000 but because of recent changes in the charitable
gambling law, the Lions Club needs to expend those dollars prior to May 31, 1990 or face tax penalties.
Another issue that appears closer to being resolved is the acquisition of property from Leo Murphy for the
south road access into Blackhawk Park. Finally the Commission needs to consider the impact to surrounding
neighbors. The neighbors have expressed their concerns in the past specifically regarding the construction of
a parking lot and building within the park and the Commission will need to be aware of their interests and
concerns as well. Ken continued that the Council's direction was that the Commission and staff develop goals
and objectives for the park's design program. Ken outlined the proposed time line for design/development
and completion of constructions documents for Blackhawk Park. Ken stated that more dates would need to
be added as the process continued but wanted to allow the Commission some time to ask questions before
setting a date for a special meeting.
Ted Billy asked if the Lions Club was still asking for a building design that would facilitate the 4th
of July activities as well as provide a site for Boy Scout/Girl Scout activities. Ken responded that that was
originally a request made but the Lions Club has not made that a specific condition to the donation of funds
for this park. Ken also stated that there is a developer who has expressed an interest in donating his help with
the construction of the building if some of the identified community uses are incorporated in the plans. Ted
Billy commented that with the Lions $100,000+ donation and the developer's time contribution this could
have a significant impact on what is possible for this park.
9.
ADVISORY PARKS AND RECREATION COMMISSION
MINUTES OF OCTOBER 4, 1990 MEETING
PAGE 6
Shawn Hunter asked if the preliminary master plan provided in the packet was a result of public input.
Ken Vraa stated that this particular concept plan, which was done in 1987, was not the first one completed.
The concept plan as attached in the packet was done at the time the grant application was submitted to
LAWCON/LCMR. Ken continued that at one time it was anticipated that Blackhawk Park would be an active
park complete with ballfields. In the recent past, however, this park has taken on a new dimension and the
Commission will need to determine what kinds of facilities should be provided for in this community park.
George Kubik added that this park has always been a very high priority for the Commission and one important
aspect to consider is to keep the residential area surrounding the park as buffered from the site as possible.
Ken stated that because of the newness of this Commission, this resource needs to be reviewed very carefully
including bringing in the public for their input.
Shawn Hunter asked when the access issue with Leo Murphy would be resolved. Ken stated there
should be a meeting scheduled within the next week or two and hopefully this will be completely resolved
within the month.
After further discussion the Commission agreed to address Blackhawk Park at the special meeting
scheduled for Wednesday, October 24th to begin the refinement of plans for this park. It was further agreed
that the time line proposed by staff would be a workable one. The time line would provide for community
input the end of November, draft development plan to the public by the end of January, presentation to the
APRC on February 7th, Commission recommendation presented to Council on March 5th, Council approval
to go out for bids on April 16th and awarding of construction contract on May 21, 1991.
DEPARTMENT HAPPENINGS
Jon Oyanagi provided a video tape showing active use of several of the parks throughout the system.
The tape showed the construction to date of the Northview park buildings. Special attention was focused on
the quality of construction of the EAA storage building which is being done by Scott Eppen and Gary
Skogstad of the Parks Maintenance staff. Jon then focused the Commission's attention on the many after
school activities that occur on park facilities. These included soccer games and practice at the Northview fields
with both soccer fields being used along with the outfield areas of softball fields. Ken Vraa noted that the
fields at Northview are used approximately 12 hours a day. Jon continued that staff is hopeful that the
Northview soccer fields will be given a rest next year in anticipation of the opening of Ohmann Park. The
video continued showing football practice occurring on other softball fields and all but one tennis court in use.
EAA youth football and the adult football program is conducted at Goat Hill Park. George Kubik thanked
Jon for preparing the video for the Commission's review and commented that one of the things that gets
overlooked are the people behind the scenes that get so much done so that these facilities can withstand the
use that they receive.
Other Happenings highlighted included the Senior Citizens trip to the new Target Center to see the
Moscow Circus on October 25th, the Sub Region tennis tournament that was held at Northview tennis courts,
the beginning of adult volleyball and registration of adult basketball.
Dorothy Peterson stated that she has reached all of the school district advisors as a follow up to the
student representation to the Advisory Parks and Recreation Commission Recreation Sub-Committee. At this
point the advisors are very supportive and preliminary contact will be made with the various student councils
so that the appropriate representatives can be identified.
George Kubik commented on the good turn-out for the Wolf Talk, the exercise station adjacent to
Rahn Elementary School, the completion of the bituminous maintenance for this year and the continued
reserved use for both Trapp Farm and Thomas Lake pavilions. John VonDeLinde also explained the "This
Old Park Day" event that was conducted at the Rahn shelter building recently. This was a program through
MRPA where approximately 65 participants attended a meeting to enhance the awareness of maintenance staff.
The object of the exercise was to have the maintenance staff members who were present identify hazards
throughout Rahn Park and it's facilities. Items such as hockey boards being loose, rocks and/or logs over trail
sections, tools being left out, etc. were some of the hazards that were identified and commented on.
/0.
ADVISORY PARKS AND RECREATION COMMISSION
MINUTES OF OCTOBER 4, 1990 MEETING
PAGE 7
WATER RESOURCES UPDATE
John VonDeLinde explained that Rich Brash who is presently a Bureau Chief with the Montana
Department of Natural Resources has accepted the position as Water Resources Coordinator for the City of
Eagan. Mr. Brash is scheduled to begin his employment with the City in December and staff is extremely
pleased that he has accepted the position. He brings with him a very extensive background and references in
the water quality field and will be a valuable asset to the city.
John also stated that there will be a water quality management kick-off event on Saturday, October
13 from 1-4 P.M. at Trapp Farm Park. The event will be an open house type of event with many different
organizations present to share information with the public.
CARLSON LAKE PARK UPDATE
Ken Vraa stated that the City Council had adopted the Commission's recommendations regarding the
improvements to Carlson Lake Park. He noted that the work will progress quickly once a change order is
submitted and approved by the City Council. George Kubik commented that he was hopeful that the
compromise at Carlson Lake Park will help bring that neighborhood together.
RECREATION FACILITIES TASK FORCE UPDATE
Ken Vraa stated that this group has been meeting twice a month to develop a model (idea/concept)
for the proposed facility. It is anticipated that the model will be finalized at the next meeting after which the
focus will be on the site selection. The funding package will be reviewed in November and the management
strategy review will begin. It is anticipated that this item may come back to the Commission for further review
once the Task Force has completed their review. Ken commented that the group is making good progress and
and some of those results should be seen by the end of November. Jack Johnson commented that the citizens
have worked very hard on this model and wanted to commend everyone who has worked on this project.
Director Vraa noted that the Council is reviewing the 1991 budget and they would like to do an in
depth session with the Commission prior to the November 1st Commission meeting. It has been suggested
that the joint Council/Commission meeting begin at approximately 6 P.M. so that the regular Commission
meeting can be held at 7:30 P.M. Further information will be forthcoming when the schedule is finalized.
With no further business to conduct, Jack Johnson moved, Shawn Hunter seconded with all members
voting in favor to adjourn. The meeting was adjourned at 9:50 P.M.
SECRETARY DATE
MEMORANDUM
TO: ADVISORY PARKS & RECREATION COMMISSION
FROM: STEPHEN SULLIVAN, LANDSCAPE ARCHITECT/PARKS PLANNER
DATE: OCTOBER 19, 1990 67'4~'
RE: CONSENT AGENDA
1. REZONING - BOYLE ADDITION
A Rezoning of approximately five acres from AG (Agricultural) to an R-1 (Single
Family) district and a Preliminary Plat consisting of two lots located along the
south side of Deerwood Drive in the SE 1/4 of Section 22.
RECOMMENDATION:
The proponent be responsible for a cash parkland dedication for Lot 2, Block 1,
Boyle Addition.
The proponent be responsible for a cash trailway dedication for Lot 2, Block 1,
Boyle Addition.
2. PRELIMINARY PLAT - TOWN CENTRE 100 - 9TH ADDITION
A Preliminary Plat consisting of approximately 1.80 acres with one lot for a motor
vehicle testing facility located on Outlot E of Town Centre 100 - 1st Addition in
the NE 1/4 of Section 15.
RECOMMENDATION
The planned development has previously fulfilled their parks dedication
requirement.
The proponent shall install a 6' wide concrete sidewalk along Town Centre Drive
in accordance with the Planned Development Agreement.
/a.
CONSENT AGENDA
PAGE TWO
OCTOBER 19, 1990
3. PRELIMINARY PLAT - CLIFF LAKE CENTRE - 2ND ADDITION
A Preliminary Plat consisting of one lot on approximately 1.2 previously zoned CSC
(Community Shopping Center) acres and a Conditional Use Permit to allow a bank
with drive-up tellers located along Cliff Lake Drive in the SW 1/4 of Section 29.
BACKGROUND
This proposal is located within the Eagan Hills West Planned Development. This
planned development specifically outlined trailway obligations and a parkland
dedication schedule. The development is currently ahead of the parkland dedication
schedule and therefore, has no obligation for parks dedication at this time.
RECOMMENDATION
No recommendation is needed.
SS/bls
14
MEMORANDUM
TO: ADVISORY PARKS & RECREATION COMMISSION
FROM: STEPHEN SULLIVAN, LANDSCAPE ARCHITECT/PARKS PLANNER
DATE: OCTOBER 18, 1990
RE: BEST BRANDS INC.
APPLICATION
An application has been submitted for the preliminary plat of one lot on approximately
seven (7) acres previously zoned LI (Light Industrial). The parcel is located on the north
side of Yankee Doodle Road and west of Highway 13 in the SE 1/4 of Section 8.
BACKGROUND
Best Brands, Inc., is an expanding company which manufactures and warehouses bakery
goods. As a result of this expansion, the current proposal is to incorporate, via a
preliminary plat, a 1.97 acre portion of an adjacent parcel. The proponents business
currently sets within two (2) lots from a previous division by a waiver of plat. The plat
would therefore result in one single lot as derived from the two (2) existing lots and the
portion of the adjacent parcel. The two existing lots have previously fulfilled their parks
dedication. The 1.97 acre parcel was platted prior to a parks dedication policy.
ITEMS FOR REVIEW
The Commission will need to review the following items:
1. What is the parks dedication for the 1.97 acre parcel?
2. What is the trails dedication for the 1.97 acre parcel?
BEST BRANDS, INC.
PAGE TWO
OCTOBER 18, 1990
ANALYSIS
Item #1 - What is the park dedication for the 1.97 acre parcel?
The Park Dedication Policy states:
"The fee dedication requirement for all commercial/industrial plats which have
received site plan approval prior to January 1, 1983, but have not been issued
building permit approval from the City, shall be in an amount equal to $.025 per
sq. ft. of net land which shall be contributed at the time of building permit
approval."
In this case, the incorporated parcel would be subject to a cash parkland dedication. The
question arises whether payment should occur at the time of the building permit issuance.
The proponent could benefit from this parcel by its improvement for parking or outdoor
storage, yet neither would facilitate the need for a building permit. Therefore, staff
recommends that the developer pay park dedication at the time of final platting.
Item #2 - What is the trails dedication for the 1.97 acre parcel?
The City Attorney has reviewed whether the incorporation of an existing platted property
into a new plat would be subject to a trails dedication.
The interpretation is that re-platted properties are subject to trails dedication if such
dedication was not previously made. The City Attorney questioned staff whether a
reduced dollar amount for trails dedication would be appropriate. The current policy does
not provide for a reduction. The Trails Dedication Policy requires payment at building
permit issuance. As explained in Item #1, staff recommends the proponent pay trail
dedication at final plat.
RECOMMENDATION
The proponent be responsible for a cash parks dedication for the 1.97 acre parcel.
Payment for parks dedication shall be made at the time of final plat.
The proponent be responsible for a cash trailways contribution for the 1.97 acre parcel.
Payment for the trailways dedication shall be made at the time of final plat.
SS/bls
Av.
J
MEMORANDUM
TO: ADVISORY PARKS & RECREATION COMMISSION
FROM: STEPHEN SULLIVAN, LANDSCAPE ARCHITECT/P S PLANNER
DATE: OCTOBER 18, 1990
RE: BURRVIEW POND ADDITION
APPLICATION
An application has been submitted for the Preliminary Plat of one lot on approximately
13.7 acres previously zoned R-4 (Multiple) located along the south side of Highway 55
in the NE one-quarter of Section 12.
BACKGROUND
The current proposal is for one (1) apartment building with one hundred and thirty two
(132) rental units. The Commission had previously reviewed the Burrview Pond Addition
at the July 12, 1990 Advisory Parks & Recreation Commission meeting. The development
never received final plat and now with only minor revisions in regards to park issues is
being resubmitted under a new application for preliminary plat.
The Commission, at the July 12th meeting, recommended a cash and trails dedication.
The developers request for a land dedication was rejected.
The Commission was also concerned regarding the isolation of this parcel in regards to
the lack of direct pedestrian access to Bur Oaks Park. The Commission requested that
the developer or the City pursue a trail easement through the southerly residential area
providing pedestrian access into the park.
The proposal did not provide the minimum recreation area as defined by City Code. The
Code requirement is as follows:
Each multiple dwelling complex shall have a minimum recreation area equal to two
hundred (200) square feet for each dwelling unit containing two (2) or less
bedrooms and one hundred (100) additional square feet for each dwelling unit
containing more than two (2) bedrooms. Said recreation area shall be a minimum
of one hundred (100) feet from any ponding area.
Source: Ordinance No. 52
Effective Date: 4-25-75
/1
BURRVIEW POND ADDITION
PAGE TWO
OCTOBER 18, 1990
The Commission felt that the developer should provide a flat, open, play area meeting the
square foot requirements as required by Code. As well, the developer should consider the
inclusion of a tot lot within this open play space. The parks dedication ordinance provides
the opportunity for credit to the developer for a tot lot facility.
ANALYSIS
Staff's review of the pending proposal appears not to change the previous Advisory Parks
& Recreation Commission recommendation as approved at the July 12, 1990, meeting.
RECOMMENDATIONS
The Commission may consider the following recommendations:
1. The proposal be subject to a cash parks dedication.
2. The proposal be subject to a cash trails dedication.
3. The developer provide a tot lot and receive a cash parkland credit. The amount
of credit shall be determined by the Advisory Parks & Recreation Commission at
a future meeting upon receipt of a tot lot design from the developer.
The developer shall provide the tot lot design for Advisory Parks & Recreation
Commission review prior to the final plat.
4. The developer revise the grading plan to provide the recreational open space in
accordance with the code requirement. The developer shall provide the recreation
open space plan to the Commission prior to final plat.
/8.
IMPROVEMENT CONTRACT SUMMARY
EAGAN PARKS AND RECREATION
OCTOBER 18, 1990
Contract
Number Description Park Contractor Contract Amount Total Value Completed % Complete
89-12 Tennis Courts, Hard Courts Northview Athletic Park Finley Bro.Enterprises $311,744.34 $300,739.41 96%
Color Coating, Softball Bur Oaks Park 5801 Baker Road (4% retainage)
Fields Fencing & Turf Highview Park Minnetonka, MN 55345
Establishment Lexington Park
Country Home Park Contact: Ray Finley
Ohmann Park Phone: 938-7383
Slater Acres Park
89-17 Parking lot, Access Road Northview Athletic Park Alexander Construction $297,886.43 $291,440.58 98%
Storm Sewer, Trailways 9050 Jefferson Trail
and Turf Establishment Inver Grove Hgts., MN 55077
Contact: Lee Alexander
Phone: 688-2755
89-19 Parking Lot and Thomas Lake Park Corrigan Electric Company $23,932.00 $23,932.00 100%
Pedestrian Lighting Ohmann Park 3065 145th St. West (Finaled)
Rosemount, MN 55068
Contact: Don Corrigan
Phone: 423-1131
89-20 Hockey Rink/Free Skate Bridle Ridge Park C. S. I. Electric $37,000.00 $35,150.00 95%
Athletic Lighting 5241 West Broadway (5% retainage)
Minneapolis, MN 55429
Contact: Mike Pepek
Phone: 533-3344 Page 1 of 2
89-23 Bituminous Trails Thomas Lake Park Barber Construction Co.,Inc. $91,338.40 $92,871.22 (F10
inaled)
Trapp Farm Park P. 0. Box 5324
Quarry Park Hopkins, MN 55343
South Oaks Park
Rahn Park Contact: Jim Barber
Phone: 938-9607
90-1 Grading, Trails, Parking Carlson Lake Park Bituminous Roadways, Inc. $262,764.25 $92,496.94 35%
Utilities, Hardcourts and Wescott Station Park 11201 Rich Valley Blvd.
Turf Establishment Bridle Ridge Park Inver Grove Heights, MN 55077
Coventry Pass Park
Woodhaven Park Contact: Palmer Peterson
Phone: 457-3797
90-2 Park Building Construction Northview Athletic Park W. H. Cates $242,743.40 $155,384.60 64%
Bridle Ridge Prk 300 Hwy. #55
Ohmann Park Hamel, MN 55340
Contact: Jeff Cates
Phone: 478-6050
89-X Grading and Turf Coventry Pass Park Enebak Construction Not applicable Not applicable (Finaled)
(private) Establishment P. 0. 458
Northfield, MN 55057
(Coventry Pass Addition
Development Agreement Contact: Roger Odegard
Parkland Dedication) Phone: 333-1307
90-E Grading, Trails, Parking Willmus Park Loeffel Engstrand Not applicable Not applicable 50%
(private) Lots, Utilities, Hardcourts P. S. A. #28 1040 S. 6th Street
Backstop & Turf Establishment Hopkins, MN 55343
(Oak Ridge School- Contact: Roger Coffman
I.S.D. #196, and City cooperative development) Phone 935-0141 Page 2 of 2
DEPARTMENT HAPPENINGS
OCTOBER 1990
1. A NYSCA Coaching Clinic was conducted by staff. Twelve (12) basketball coaches
from EAA and seven (7) Volleyball coaches from RAAA were certified.
2. The Tuesday/Thursday Tiny Tot classes took a school bus ride to Appleside
Orchards recently. The children, as well as some parents, went on a hayride,
picked apples and learned how apples grow. The Monday/Wednesday classes were
rained out, so they didn't get to experience the excitement.
3. The Halloween Spook Trail will be held Wednesday, October 31st, at Woodhaven
Park. Trick or treaters will walk the path for thrills and chills. A treat is awarded
for those who survive. First Bank Eagan has donated money to help subsidize the
costs involved in this program and the Halloween party. Coldwell Banker has
volunteered fifteen employees to staff the Spook Trail. Other community members
have volunteered to help, as well.
4. The Men's Seven-Man Touch Football season ends October 31. State Tournament
play begins November 3 and 4.
5. Basketball registration ended October 19, and play begins November 7 and 8. One
three-man league and two five-man leagues will shoot hoops at Dakota Hills Middle
School, Thomas Lake Elementary, Woodland Elementary and Northview
Elementary.
6. We are taking applications for Winter Recreation leaders to help staff the warming
shelters at our skating and sliding sites. The 1990-91 staff will be interviewed the
latter half of November.
7. Eagan Athletic Association in-house basketball has 601 participants. The fall season
has begun, 347 are playing now, the balance of the kids will begin play in January.
The Timberwolves will run a clinic for EAA basketball on Saturday. October 27
from 10 A.M. - Noon at Eagan High.
EAA travel basketball has 9 teams, fund raising tournaments to be held the first
two week-ends in November are one team short of being full! Each tournament
is planned for 40 teams.
And, EAA is looking forward to beginning their work on the interior of the storage
building.
8. An influenza immunization clinic was held on October 17. Fifty seven (57) people
took advantage of the clinic.
9. The Eagan Stagedoor Performers had over 100 people audition for their fall
production. It was previously announced that the play would be Babes In Toyland.
Careful reading of the script, however, showed the need for an elaborate set.
Storage at Dakota Hills is not available to store a large set. The play is:
Wonderful Worldful of Christmas.
ESP is working with Town Centre, the Toys for Tots Campaign and the
Department to coordinate ticket sales, dollar off for toys, etc., for the show.
10. The Rosemount Senior Kitchen Band performed for the Eagan Seniors group in
October. The entertainment provided an enjoyable afternoon for the Seniors.
11. Winter program planning is about to begin in earnest. It is hoped that the
Commission's recreation sub-committee can meet within the next ten days.
12. The High School/Middle School Fall use of the Northview Athletic Complex was
completed during the week of October 22. The High School soccer teams were
eliminated in "tough" region competition. The girls tennis teams have completed
their schedules. And, Middle School football held its final practice at Northview
on October 24. Physical Education classes have moved indoors.
13. Staff will be gearing up for updates of the City map, the Eagan phone book and
the December Newsletter. Ideas from the Commission concerning elements of the
parks system that would, in the Commission's view, be appropriate to highlight at
this time would be helpful.
14. The majority of work on the Eagan Athletic Association (EAA) storage building at
Northview Park has been completed. The only remaining items are the staining of
the exterior and installation of louvers in the cupula. The building is now available
for storage use by the EAA.
15. Park Maintenance worker Steve Hadden, along with seasonal employee, Dave
Succio, installed three park benches along the trails at Thomas Lake and one bench
at Heine Pond Park. A barbecue grill was also installed at O'Leary Park next to
the small pavilion. New athletic benches for Ohmann, Kettle and Carnelian Parks
are also planned for this Fall.
16. The annual mowing program came to an end on October 19. It is estimated that
this year a total of 6,400 acres were maintained under the Turf Management
Program. Also completed were the Fall broadleaf weed spraying, park certification,
top dressing of athletic fields, and dormant fertilization.
as .
17. Restorative sodding was done on a number of eroding or worn areas within
ballfields and parks, e.g., Northview, Goat Hill, and Rahn. (Approximately 600
yards of new sod was also laid at Mueller Farm Parks/Woodlands School adjacent
to the playground/backstop. Monies for this enhancement were made available
from the School District budget.
18. Maintenance of the City's soccer fields came to an end with the close of the season
in late October. Staff will now be in the process of collecting the soccer goals for
storage and any necessary painting.
19. Inspection of the City's tennis courts and playgrounds continued through the month
of October. On November 1st, nets will be removed from all tennis courts with the
exception of Northview, Rahn and Sky Hill. Public usage will be directed to these
sites as long as the remaining season holds out.
20. Striping of the new lease seal-coated parking lots were completed under contract
in October. These sites included Rahn Athletic, Rahn Park, Woodhaven, Ridgecliff,
Walnut Hill, Trapp Farm and Fish Lake Parks.
21. EAA storage building is almost completed; Maintenance workers, Scott Eppen and
Gary Skogstad will be working on finishing touches to the new dugouts at Goat Hill
Park. This will consist of installing roof structures, roofing and soffits.
22. The cold winds of winter are just around the corner so winterization of the
department's irrigation systems and seasonal park shelters was done in late October.
The irrigation sites are at: Rahn Athletic, Goat Hill and Northview Parks.
Buildings include the Rahn and Northview Athletic buildings and the pavilion at
Trapp Farm Park.
23. On Saturday, October 20, Lutheran Brotherhood assisted the City with the
installation of new ground covers and foundation plantings around the shelter
building at Trapp Farm Park. The Lutheran Brotherhood shared in the costs of
the shrubbery through a financial donation to the City.
24. Other activities undertaken by the Forestry Division in October, included continued
transplanting of trees from the City's nurseries, tree pruning, mulching of shrub
beds, and general enhancements.
25. On October 4th & 5th, City Forester, Tom Schuster attended the Annual Minnesota
Society of Horticulture Conference in Duluth. Parks Maintenance worker Steve
Hadden also participated in an educational offering in October, dealing with
effective safety committees. Steve is currently the Department's representative to
the maintenance facility safety program.
26. In early October the City was informed that it would be receiving a President's
Award from the Minnesota Park Supervisors Association. The award recognizes
the park ranger explorer program established in 1987. Staff will be present at the
MPSA quarterly meeting on November 16th to receive the award.
SUBJECT: PRELIMINARY PLAT & REZONING
(BOYLE ADDITION)
APPLICANT: RON & KATHIE BOYLE
LOCATION: SE 1/4 OF SECTION 22
P.I.D. #10-02200-011-86
EXISTING ZONING: AGRICULTURAL
DATE OF PUBLIC HEARING: OCTOBER 23, 1990
DATE OF REPORT: OCTOBER 16, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted requesting a Rezoning and
Preliminary Plat of the Boyle Addition which includes approximately five acres of
Agriculturally-zoned property. The zoning change proposed will be to R-1 (Single Family)
residential with the proposed Preliminary Plat including one 2-acre lot, one 2.7-acre lot and
.3 acres of proposed street right-of-way. The City Code does not allow the creation of
Agricultural lots under five acres in size. Therefore, a Rezoning to Single Family residential
must accompany this Preliminary Plat. The proposed R-1 zoning is consistent with the
Comprehensive Land Use Guide Plan designation of D-1 (Single Family) with a density of
0-3 units per acre.
BACKGROUND: The applicants currently have a home on the 5-acre parcel in question.
However, due to a job transfer, the Boyles have relocated to Littleton, Colorado and this
situation has made the sale of their home a necessity. The Boyles would like to split their
lot so they can sell the existing home while maintaining ownership of the newly-created lot
so they can eventually move back to Eagan and build a new home on this property. The
Boyles anticipate a move back to Minnesota in approximately two years.
EXISTING CONDITIONS: Currently, there is 330' of frontage on the yet to be improved
Deerwood Drive. The "stove pipe" Lot 2 of the proposed Preliminary Plat will contain an
existing driveway that serves the house located on proposed Lot 1 and must be 60' wide.
COMMENTS: The proposed plat will create two lots. Lot 1 will be two acres in size and
have the existing house and 280' of frontage and Lot 2 will be a "stove pipe" configuration
with a 50' width at the street and a total area of 2.7 acres. The City Code requires a
minimum width of 60' at the street. All other R-1 setbacks and requirements are met.
a
The existing home has an on-site well and septic system which will be allowed to continue
as long as both systems operate properly. However, when development occurs on Lot 2,
City utility installation will be required.
Parks & Recreation staff has recommended cash park land and trailway dedication for Lot
2, Block 1, to the Advisory Parks & Recreation Commission.
GRADINGIDRAINAGE/EROSION CONTROL: No grading is proposed with the
preliminary plat. The erosion control requirements associated with the development would
be limited to those required as a part of the home construction on the proposed lots.
WATER DUALITY: The proposed development is located in the drainage district tributary
to Pond JP-8. Pond JP-8 is a designated ponding area in the City's Comprehensive Storm
Water Management Plan and has a classification of Scenic/Recreation identified in the
City's Comprehensive Water Quality Management Plan. The development will be
responsible for a cash dedication in accordance with the requirements identified in the
City's Comprehensive Water Quality Management Plan. The cash contribution amount
will be based on final plat areas and dimensions. It is estimated at this time that the cash
dedication will he based on a wet pond volume requirement of 0.5 acre/feet, and a
minimum ponding surface area of 0.25 acres.
UTILITIES/STREETS/ACCESS/PERMITS: Sanitary sewer service, water main service and
storm sewer have not been provided adjacent to the proposed site. The utilities are
existing at the extreme northwesterly corner of the proposed development.
At this time, it is not recommended that Deerwood Drive be extended across the northerly
boundary of the proposed development. It is uncertain as to the alignment that Deerwood
Drive will take when the northerly adjacent property develops.
Staff recommends that the development be responsible for executing the appropriate
waiver which would ensure the City that the proposed development would pay its share
of the cost of the public infrastructure facilities if and when they are constructed.
The development is responsible for obtaining all regulatory agency permits in the time
frame as required by the affected agency.
a~.
FINANCIAL OBLIGATION - BOYLE ADDITION:
Based upon the study of the financial obligations collected in the past and the uses
proposed for the property, the following charges are proposed. The charges are computed
using the City's existing fee schedule and connections proposed to be made to the City's
utility system based on the submitted plans.
Improvement Project Use Rate Quantity An st
Water trunk S.F. $1,450/A 4.7022 A $6,818
Storm Sewer Trunk 473 S.F. .056/S.F. 122,328 S.F. 6,850
TOTAL $13,668
In addition to above developer shall execute agreement allowing for the future assessment
of Deerwood Drive and future utility extensions needed to serve the property. (See
attached as example)
BOYLE ADDITION CONDITIONS:
1. These standard conditions of plat approval as adopted by Council action on July
10, 1990 shall be complied with:
A], Bl, B3, Cl, C2, Dl, El, Fl, Cl, and H1.
2. When development on Lot 2 occurs, City utility installation shall be required.
3. The development is responsible for providing a cash dedication in accordance with
the requirements as identified in the City's Comprehensive Water Quality
Management Plan.
4. The development is responsible for executing the appropriate waiver to ensure the
City that the development pay its share of the costs of the public infrastructure
extension adjacent to the properties.
5. The development is required to provide a 40' half right-of-way for Deerwood Drive.
~7
STANDARD CONDITIONS OF PLAT APPROVAL
A. Financial Obligations
1. This development shall accept its additional financial
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
B. Easements and Rights-of-Way
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development or
accommodate it.
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
C. Plans and Specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes, engineering standards, guidelines and policies.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards prior to final plat approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan. The financial guarantee shall be
included in the Development Contract and not be released
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City Code and engineering standards.
D. Public Improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
at a formal public hearing by Council action prior to
final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency..
F. Parks and Trails Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by Council action.
G. Water Quality Dedication
1. This development shall be responsible for providing a
cash dedication in addition to/in lieu of ponding
requirements in accordance with the criteria identified
in the City's Water Quality Management Plan.
H. Other
1. All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission city council
Approved: August 25, 1987 September 15, 1987
Revised: July 10, 1990
plataprv. con
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DELMAR H. SCHWANZ
Luc SURVEYORS. INC.
RaadNnd Undw Laws or TM anra of Mfnnaaola
- • I 14750 SOUTH ROBERT TRAIL ROSEMOUNT, MINNESOTA 5506$ •12/423.1759
SURVEYOR'S CERTIFICATE
,t/A9 /D '
!i<;i_7~ M o Q it)0Dn 0/11/ dE - SCALE: 1 INCH = 100 FE
1 - - PRELIMINARY PLAT:
Proposed Name: BOYLE ADDITION
II -i L l Description: The north 660 feet of the
WI of the SE} of Section 2
Township 27, Range 23;
to except the east 330.20 fee
thereof.
11 Existing Zoning: Agriculture
i Proposed Zoning: R-1 Single Family
ti \o s v Gross Area: 5.0053 acres •
Proposed Lot Areas:
Lot 1 2.0037 acres
Lot 2 2.6985 acres
°T Street 0.3031 acres
j
} c; ti, \ I NOTES:
1. Lot 1 has an existing house and has i
own well and sewer system.
2. Lot 2 would also have its own well an
sewer system.
3. Property has a road easement over the
O north 33 feet thereof that serves thi
property and another home to the east
The property is at the east end of th,
improved Deerwood Drive.
OWNER-DEVELOPER
Ron and Kathy Boyle
4738 East Pinewood Place
Littleton, Colorado 80121
Tel. 1-303-721-7099
I hero certify that this survey, plan, or report was
proper by me or under my direct supervision and
that I a a duly Registered Land Surveyor under
the laws of the State of Minnesota.?/r71
O? ' DNmar H. Schwat J V
Dated 09-26--90
Minnesota
Ileplslration No. SS25
Topography Sheet Sheet 2 of 2
DELMAR H. SCHWANZ
LAA06 susvarost INC.
ft@6 IoM Uhdw Lewd TM ft o of umnas s
14750 SOUTH ROBERT TRAIL ROSEMOUNT. MINNESOTA SOON 0111/49$-17M
I r- SURVEYOR'S CERTIFICATE
A/OenI /IA/
SCALE: 1 INCH = 100 FE)
PRELIMINARY PLAT:
Proposed Name: BOYLE ADDITION
Description: The north 660 feet of the
v W} of the SE} of Section 2:
Township 27, Range 23;
except the east 330.20 feet
thereof.
Existing Zoning: AgriculturO
V1 N Proposed Zoning: R-1 Single Family
Gross Area: 5.0053 acres
"Proposed Lot Areas:
cv~ ' c p Lot 1 2.0037 acres
d o Ir \ o Lot 2 2.6985 acres
Street 0.3031 acres
NOTES :
~1. Lot 1 has an existing house and has it
11 own well and sewer system.
A possible house and driveway location!
2. Lot 2 would also have its own well anc
O sewer system.
3. Property has a road easement over the
north 33 feet thereof that serves thif
property and another home to the east.
The property is at the east end of the
r improved Deerwood Drive.
- - - -OWNER-DEVELOPER
- - _ Ron and Kathy Boyle
I 4738 East Pinewood Place
Littleton, Colorado 80121
33 Qpw Tel. 1-303-721-7099
cart
pr* of u dl IIoft sn0 -
Ms 1 s duly at taW Ddsr
MSaws of the Stets o
i W_4f~tla'
Dstad 09-26-90 M 111-Bill Ne S
EXHIBIT F
CITY OF EAGAN
SUNCREST
CUL-DE-SAC EXTENSION AGREEMENT
THIS AGREEMENT, made and entered into the 7th day of February,
1989, by and between the CITY OF EAGAN, a Municipality of the State
of Minnesota, (hereinafter called the CITY), and the Owner and the
Developer identified herein.
A. The term "Developer" as used herein refers to WILLIAM
HUTTNER CONSTRUCTION, INC., whose address is 960 Waterford Drive
West, Eagan, Minnesota 55122.
B. The term "Owner" as used herein refers to FREDERICK M.
WESSEL and VIRGINIA WESSEL whose address is 3590 Wescott Hills Drive,
Eagan, Minnesota 55121 and WILLIAM HUTTNER CONSTRUCTION, INC. whos
address is 960 Waterford Drive West, Eagan, Minnesota 55122.
WHEREAS, the Developer has applied to the City for approval of
the plat or subdivision known as SUNCREST, located within the City;
and
WHEREAS, the street described as Sunwood Trail will end as a
cul-de-sac along the north plat line of SUNCREST ADDITION, until such
time as the extension of Sunwood Trail is made possible by
development and subdivision of the parcel #042-03; and
WHEREAS, there will be certain costs incurred with the
reconstruction and/or removal of said cul-de-sac in order to extend
Sunwood Trail, if and when the property lying north of SUNCREST is
developed.
NOW THEREFORE, the City, Owner and Developer agree as follows:
1. Recording. This agreement shall be recorded with the Dakota
County Recorder so as to provide notice to the owners of all of the
lots in SUNCREST ADDITION. The owner shall provide and execute any
and all documents necessary to implement the recording of this
agreement.
164.
.q J.
,T.
I
2. Costs of Removal. The cost of and removal of the cul-de-sac
and its conversion to a through street shall be the financial
responsibility of the owner and/or developer of Outlot A. The Owner
has deposited with the City a Certificate of Deposit in the amount of
$750.00 for the removal of the excess temporary bituminous portion of
the cul-de-sac and for the restoration of the boulevard area of
Outlot A.
3. Notice. The recording of this document shall constitute
notice to all owners and future owners of property in SUNCREST
ADDITION that Sunwood Trail may be extended as a through street and
that such owners have waived all rights to object to future City
action pertaining to such construction.
4. Validity. If any portion, section, subsection, sentence,
clause, paragraph or phrase of this agreement is for any reason held
to be invalid, such decision shall not affect the validity of the
remaining portion of this Contract.
5. Binding Agreement. The parties mutually recognize and agree
that all terms and conditions of this recordable agreement shall run
with the land herein described and shall be binding upon the heirs,
successors, administrators and assigns of the owners and developers
referenced in this Contract.
IN WITNESS WHEREOF, we have hereunto set our hands.
ITY OF EAGAN NERS:
D E:
By
Frederic easel Date
Its•
Attest-
irginia Wessel Da
ts: Clerk
WNER AND DEVELOPER:
WIL IN AM BUTTNER CONSTRU ION,
By:
Date
Its:
B
Dat
Its:
ROVED AS TO FORM:
City Attorn 's fice
Date:
APPROVED AS 0 CO ENT:
Pu is Works Department
te:
THIS INSTRUMENT WAS DRAFTED BY:
McMENOMY & SEVERSON, P.A.
7300 West 147th Street
P.O. Box 24329
Apple Valley, MN 55124
(612) 432-3136
MGD
FINANCIAL OBLIGATION
PRPI IMINARY PIAT!
.
I'rc.I•~~ed N~mP. IOYI.P. ADDITION
• WATER TRUNK
STORM SEWER TRUNK
:•d
~~•:•:tiw;ti• ~:tiw:^r-~:~%:ti•'r'rw:•: itir'r'rriti•':::.:
i•
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I)7-26- 90
SUBJECT: PRELIMINARY PLAT, CONDITIONAL USE PERMIT
TOWN CENTRE 100 9TH ADDITION
APPLICANT: SYSTEMS CONTROL, INC
LOCATION: OUTLOT F, TOWN CENTRE 100 ADDITION
EXISTING ZONING: PD-CSC (PLANNED DEVELOPMENT-COMMUNITY
SHOPPING CENTER)
DATE OF PUBLIC HEARING: OCTOBER 23, 1990
DATE OF REPORT: OCTOBER 15, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted requesting a Preliminary
Plat for one lot and one Outlot and a Conditional Use Permit to allow a drive-thru
automobile emission testing facility along the north side of Town Centre Drive on Outlot F,
Town Centre 100 Addition.
BACKGROUND: Systems Control is a private company contracted by the State of
Minnesota to measure automobile emissions from existing automobiles registered in the
state. These inspections due to begin July 1, 1991 are required by a recently passed
Minnesota law mandating an automobile inspection program. The applicant, Systems
Control, has over 25 years experience in the automotive testing field. They are the
operators of large inspection programs in Illinois, Maryland, and Washington state and have
performed over 22 million inspections during the 1980's. The law requires that each vehicle
take the test prior to re-registering their license plates. Car owners will take their vehicle
to the test facility to a test bay (not service bay) where an inspector will insert a probe into
the tailpipe. The test results will print out automatically from the computer. The applicant
indicated to staff that the average length of the test is less than two minutes. Less than 10%
of the vehicle owners require use of the information office; most simply leave the facility
after receiving the test result printout.
Each facility is staffed with two inspectors per lane, one station manager, and one MPCA
waiver inspector for a total of 10 employees on duty.
The hours of operation are:
Sunday & Monday Closed
Tuesday & Thursday 7:00 a.m. - 7:00 p.m.
Wednesday & Friday 7:30 a.m. - 5:30 p.m.
Saturday 8:00 a.m. - 2:00 p.m.
jq.
Systems Control prototypes supply parking for the following: one parking space for each
employee on duty; one additional space per each lane; one handicapped parking space; and
one parking space for the MPCA inspector.
The applicant expects that each lane will inspect an average of 15 vehicles per hour. Only
vehicles with a gross vehicle weight less than 8,500 pounds are required to be tested. All
heavy duty vehicles are excluded from this program.
COMMENTS: Initially the plans for this proposal were for Outlot E, the lot immediately
to the east of this proposal. At the developers staff meeting, it was determined that the use
was incorrect for the Limited Business zoning classification for that lot. The applicant asked
to move the proposal to Outlot F, zoned CSC, at which time staff asked for a Conditional
Use Permit and revised plans. These plans were submitted and reviewed. On October 17,
1990, a second revised plan was submitted to City staff for review. The architect only had
the site plan prepared and no other plans, such as grading or landscaping finished. The new
plan was created once the architect had a chance to review the second revised plan's site
topography and drainage plan from the engineering company. The two changes to the new
site plan are:
• The drive lanes were skewed counter clockwise in order to eliminate the retaining
wall on the east side of the site.
• The grades of the access exit of the site are more manageable than the initial site
(Outlot E) so the access lanes have been separated from the exit lanes.
The following site plan review was completed prior to the second revised plan which arrived
on October 17, 1990. The minor modifications will not have a significant impact on the
remainder of the review since all other information has remained the same.
EXISTING CONDITIONS: Currently, the site is platted as Outlot F, Town Centre 100
Addition. The site is located directly south of Lot 1, Block 1, Town Centre 100 Addition
(Waterview Office Tower), west of O'Leary Lane, north of Town Centre Drive. The site
gradually slopes to the north towards the Waterview Office Park parking lot. It is an open
grassy field with no outstanding physical characteristics.
SITE PLAN REVIEW: The site plan indicates one lot which is 1.71 acres and one Outlot
which is 3.64 acres. Access to the site is gained from Town Centre Drive. The approximate
4,848 sq. ft. building has four testing bays and a small office area. The site has a two lane,
one way drive lane which expands into a four lane stacking area. There is a seperate drive
aisle for the parking area which has one handicap and ten 10' x 20' parking stalls. The
parking indicated on the site plan does not meet the prototypical parking plan for Systems
Control. Three additional parking stalls are necessary to meet their requirements. The
entrance/exit access shown on the plan is 26', the City requirement is 30'.
40 -
All setback requirements, as well as stacking requirements, for the drive-thru facility are met.
CSC zoning districts allow up to 30% maximum building coverage; this site's building
coverage is 6.5%.
The proposed building is a tan/brown brick structure with a matching contrast brick and
paint for the garage doors and office doors. The trash/ recycling enclosure is located in the
rear of the building and should be large enough to contain both trash dumpsters and
recycling bins.
The State of Minnesota shall provide signage to the site on all major highways. Proposed
signage at the site is a monument sign located between the drive access. A seperate sign
plan was included with the proposal.
LANDSCAPE PLAN: The landscape plan was not prepared by a landscape architect. All
plant material is either minimum size as allowed by the City or below the requirements of
1-1/2" caliper for overstory trees, 1-1/2" caliper for understory trees, and 6' tall for conifers.
Staff is concerned with the lack of screening shown with this plan. The plan needs to be
significantly "beefed up" to meet the typical performance standards of the City and what
Federal Land Company has demonstrated in the past.
The final plan must be submitted as a grading plan and berming should be shown in every
possible location.
Parks & Recreation staff will be recommending the following at the Advisory Parks &
Recreation Commission meeting on November 1, 1990:
• The planned development has previously fulfilled the parks dedication
requirement.
• The developer shall install a 6' concrete sidewalk along Town Centre Drive in
accordance with the Planned Development Agreement.
GRADING/DRAINAGE/EROSION CONTROL: The initial grading of the proposed site
was completed with the development of the Town Centre 100 and Town Centre 70
development in the mid-1980's. The proposed grading plan submitted with the preliminary
plat application shows cut and fill areas of less than 4' The preliminary
grading/drainage plan proposes to direct the majority of the site generated storm water
runoff from the impervious areas of the site to the northeasterly corner of the
development where the storm water runoff is collected in an internal storm sewer system
proposed to connect to the existing storm sewer system in O'Leary Drive. This area of
the Town Centre 100 development is designated to connect to the lateral storm sewer
system in O'Leary Drive. At this point, the information relative to the proposed
connection to the existing storm sewer system was not presented. for staff review and
comment.
WATER QUALITY: This proposed development is located in the direct drainage area to
Pond DP-5. Pond DP-5 is a designated ponding area in the City's Comprehensive Storm
Water Management Plan and classified as a nutrient trap in the City's Comprehensive
Water Quality Management Plan. The proposed site was analyzed for water quality
requirements in accordance with the City's Comprehensive Water Quality Management
Plan and was determined that a cash contribution be required based on the following
parameters:
Wet pond volume - 0.33 acre/feet
Minimum surface area - 0.14 acres
UTILITIES: Sanitary sewer of sufficient depth and capacity to serve the proposed
development is readily available along the easterly property line of the site. No service
stub has been provided and a direct connection to the existing sanitary sewer line is
required.
Water main service of sufficient capacity and pressure is readily available in Town Centre
Drive. No water main service stub was provided to the proposed site and a direct
connection to the existing water main in Town Centre Drive is required.
STREETS/ACCESS/CIRCULATION: Street access to the development is proposed in two
locations along Town Centre Drive separated by approximately 40'. The westerly access
is designated for egress only, and the easterly access for ingress only. Staff recommends
a maximum separation between the two proposed access points. The westerly egress
point can be moved west and centered opposite the exit doors of the facility and narrowed
to approximately 16' in width. The easterly ingress/egress access point could be moved
approximately 20' East. Movement of the easterly access would provide a more direct
route to the users of the proposed inspection facility.
EASEMENTS/RIGHTS-OF-WAYIPERMITS: Sufficient right-of-way for Town Centre Drive
was provided for with the original platting of the Town Centre 100 development.
The development will be responsible for providing an additional 25' of utility easement
along the easterly property line of the proposed site to accommodate the City's existing
trunk sanitary sewer line. Additional easement will be required across the easterly
adjacent property for the proposed outlet to the interior lateral storm sewer system.
All regulatory agency permits shall be acquired within the appropriate time frame as
required by the affected agency.
FINANCIAL OBLIGATION - TOWN CENTRE 100 9TH:
Based upon the study of the financial obligations collected in the past and the uses
proposed for the property, the following charges are proposed. The charges are computed
using the City's existing fee schedule and connections proposed to be made to the City's
utility system based on the submitted plans.
Improvement Project Use Rate Quantity Anoo«t
Water Availability
Charge 538 C/I $2,285/A .36A* 823
TOTAL $ 823
*Portion of Outlot F that is in NE 1/4 of NE 1/4 of Section 15.
TOWN CENTRE 100 9TH ADDITION CONDITIONS:
1. These standard conditions of plat approval as adopted by Council action on July
10, 1990 shall be complied with:
Al, B1, B2, B4, C1, C2, C4, D), F1, F1, G1, and H1.
2.A revised site plan shall be submitted showing the number of parking stalls which will
support the number of employees and the number of customers.
3 .The entrance/exit accesses shall be a minimum of 30'.
4 The trash enclosure shall be large enough to accomodate recycling.
5 A revised landscape plan shall he submitted on a grading plan, showing materials which
meet City requirements.
r, . The development is required to provide an outlet to the proposed internal storm
sewer system to the existing storm sewer system in O'Leary Drive.
7. An additional 25' easement is required for the existing trunk sanitary sewer line
along the easterly property line of the proposed site.
8. The westerly egress point to Town Centre Drive is required to be moved westerly
and centered on the exist doors of the proposed facility and narrowed to a 16'
width.
9- The easterly access point is required to be moved approximately 20' east and
designated for ingress and egress.
10- The development is required to provide a cash dedication for fulfillment of water
quality requirements as identified in the City's Comprehensive Water Quality
Management Plan.
STANDARD CONDITIONS OF PLAT APPROVAL
A. Financial Obligations
1. This development shall accept its additional financial
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
B. Easements and Rights-of-Way
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development or
accommodate it.
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
C. Plans and Specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes, engineering standards, guidelines and policies.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards prior to final plat approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
~o.
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan. The financial guarantee shall be
included in the Development Contract and not be released
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City Code and engineering standards.
D. Public Improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
at a formal public hearing by council action prior to
final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency..
F. Parks and Trails Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by Council action.
G. Water Quality Dedication
1. This development shall be responsible for providing a
cash dedication in addition to/in lieu of ponding
requirements in accordance with the criteria identified
in the City's Water Quality Management Plan.
H. Other
1. All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission city council
Approved: August 25, 1987 September 15, 1987
Revised: July 10, 1990
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SUBJECT: PRELIMINARY PLAT
(CLIFF LAKE CENTRE 2ND ADDITION)
APPLICANT: RYAN PROPERTIES, INC.
LOCATION: OUTLOT A, CLIFF LAKE CENTRE
P.I.D. #10-17780-010-00
EXISTING ZONING: PD (PLANNED DEVELOPMENT)
DATE OF PUBLIC HEARING: OCTOBER 23, 1990
DATE OF REPORT: OCTOBER 15, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted requesting a Preliminary
Plat of approximately 1.2 acres of previously-zoned PD land for the Cliff Lake Centre 2nd
Addition. The proposed development at this site is a bank with drive-thru facilities.
BACKGROUND: The site in question was platted as Outlot A, Cliff Lake Centre on March
1, 1988. At this time, a tri-party agreement was reached between the City, the DNR, and
the developer as to the amount of allowed impervious surface. This agreement designates
specific impervious surface percentages for each lot in the Cliff Lake Centre plat. The
proposed bank facility has an impervious surface of 58%. The tri-party agreement
mentioned previously allowed Outlot A an impervious surface of 42.017%. The applicant
has contacted the DNR Regional Hydrologist who believes the additional impervious surface
is negligible in terms of additional run off. However, the tri-party agreement was engineered
not only to control the amount of run off, but also to maintain a certain amount of green
space. If a deviation from the agreed 42.017% impervious surface for Outlot A is allowed,
the City, the DNR, and the developer shall enter into another agreement and to insure that
an amended Restrictive and Environmental Covenant Agreement is recorded in the office
of the Dakota County Recorder.
SITE PLAN: The site plan shows the bank facility with a footprint of approximately 2,800
sq. ft. There is a basement and ground level floor. The total square footage, including the
drive-thru canopy, is 7,378 sq. ft. Based on gross floor area, the City Code requires 30 on-
site parking stalls. City design standards require customer parking stalls to measure 10' x
20', handicap parking 12' x 20', and employee parking 9' x 20'. The plan shows 24 9' x 18'
customer parking stalls, one 12' x 18' handicap stall, and five 10' x 18' employee parking
spaces. All setback requirements have been satisfied.
T.
The plan also shows five drive-thru banking stations and one automatic teller (ATM) drive.
The City Code requires five stacking spaces per drive-thru lane. SEH, the City's traffic
engineer, has reviewed the site plan and circulation and has arrived at the following
conclusions:
Drivers using the most northerly parking space adjacent to the bank
building will be required to back out into the bank entrance upon exiting
the site, which is not advisable. Eight foot drive-thru lanes are shown,
while ten foot lanes are advisable as larger vans, pickups, and
automobiles will find the eight foot width difficult to negotiate. The fifth
drive-thru lane appears especially cramped with slightly less than eight
feet at the entrance to the lane. The storage area behind the drive-thru
facilities will accommodate a maximum of 16 vehicles before the storage
begins to affect site entry circulation.
As mentioned previously, the City Code requires five stacking spaces for each drive-thru
lane. Based on the SEH review, the site plan does not provide the required stacking spaces.
If one drive-thru lane is eliminated and the width of the remaining lanes are increased from
eight to the City standard of 10', the required stacking can be accommodated.
The building will be brick with a metal facia strip and a metal panel roof. The brick color
is intended to match the rest of the center. The metal panel roof will be approximately 4'
above the actual rooftop so all rooftop mechanical equipment will be hidden. The trash and
recyclable enclosure will be located on the north side of the building and must be
constructed out of the same brick as the building.
The applicant has proposed a pylon sign on the south end of the site, as well as some
building signage. Staff has not received drawings of any signage.
The master sign plan for Cliff Lake Centre illustrates shopping center monument signs
located north and south of the subject site and a pylon sign on the site in question.
However, a centre pylon sign has been installed instead of the approved centre monument
sign. This sign is approximately 100' from the proposed location of the bank pylon sign.
Due to the proximity of the existing centre pylon sign, staff recommends only allowing a
bank monument sign at this site.
The Parks & Recreation Department staff is relaying to the Advisory Parks & Recreation
Commission at its November 1, 1990 meeting that the developer currently has no obligation
for parks dedication at this time.
O.
GRADING/DRAINAGE/EROSION CONTROL: The grading of the proposed site was
provided with the initial development of the Cliff Lake Center. Minimal grading is
required with the development as proposed.
WATER QUALITY: All water quality requirements in accordance with the City's
Comprehensive Water Quality Management Plan were fulfilled with the 1st Phase
development of the Cliff Lake Center.
STREETS/UTILITIES/EASEMENTS/PERMITS: All infrastructure facilities necessary to
serve the proposed development were provided with the initial phase of the Cliff Lake
Center development.
The development is responsible for acquiring all regulatory agency permits as required
by the affected agency.
FINANCIAL OBLIGATION - CLIFF LAKE CENTRE 2ND:
Based upon the study of the financial obligations collected in the past and the uses
proposed for the property, the following charges are proposed. The charges are computed
using the City's existing fee schedule and connections proposed to be made to the City's
utility system based on the submitted plans.
Improvement Project Use Rate Quantity Anm t
None $0
CLIFF LAKE CENTRE 2ND ADDITION CONDITIONS:
1. These standard conditions of plat approval as adopted by Council action on July
10, 1990 shall be complied with:
A], Bl, Cl, C2, C4, D1, El, F1, and H1.
2. The City, the DNR, and RHC Associates shall enter into a Restrictive and
Environmental Covenant Agreement should the impervious surface of Lot 1, Block
1, Cliff Lake Centre 2nd Addition exceed 42.017%.
3. On-site parking stalls shall meet City standards.
4. Drive-thru lane widths shall be increased to 10'.
5. A maximum of four drive-thru lanes and one ATM lane shall be allowed.
6. All trash and recycling containers shall be stored inside or outside in a trash
enclosure attached to the building and made out of the same materials as the main
building.
7. Rooftop mechanical equipment shall not be visible from the street.
8. All signage shall meet Sign Code regulations and be subject to the one-time sign
fee of $2.50 per sq. ft.
9. Site shall he allowed one monument sign.
~a.
STANDARD CONDITIONS OF PLAT APPROVAL
A. Financial Obligations
1. This development shall accept its additional financial
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
B. Basements and Rights-of-Water
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development or
accommodate it.
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
C. Plans and Specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes, engineering standards, guidelines and policies.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards prior to final plat approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan. The financial guarantee shall be
included in the Development Contract and not be released,
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City Code and engineering standards.
D. Public improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
at a formal public hearing by Council action prior to
final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency..
F. Parks and Trails Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by Council action.
G. Water quality Dedication
1. This development shall be responsible for providing a
cash dedication in addition to/in lieu of ponding
requirements in accordance with the criteria identified
in the City's Water Quality Management Plan.
H. Other
1. All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission City Council
Approved: August 25, 1987 September 15, 1987
Revised: July 10, 1990
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BASEMENT LEVEL PLAN
1 1 E FIRSTAR EAGAN BANK
1 Ci 1 i . LEVEL PLAN
OCT-16-1990 11:36 FROM WESTWOOD PROF. SERVICES TO 4548363 P.02
STATE OF
0*40 P~R-- e .
DEPARTMENT PF i t 'T ftI l %URCES 2M
METRO REGIO WA E S- RD., ST. PAUL, MN. 55106
PHONE NO. 296-7523
FILE NO.
August 4, 1989
Mr. Ronald P. Peterson
Westwood Professional services
7101 York Avenue South
Edina, MN. 55435
Dear Mr. Peterson:
RE: CLIFF LAKE CENTER, CITY OF EAGAN, SHORELAND AGREEMENT
I have reviewed the documents which you submitted regarding the
Cliff Lake Center in the City of Eagan. The revised plans propose
an increase in the percentage of impervious surface on the property
.by approximately .23%. After carefully reviewing this matter, we
have determined that this is an insignificant modification to the
approved plan which does not require a separate amendment to-the
agreement signed by the Department on January 19, 1988.
Therefore, this letter will serve as documentation of our position
and if you have any questions feel free to contact me.
Sincerely,
J n L. Stine
Re io
nal l Hydrologist
cc: City of Eagan
T. Lutgen, St. Paul Waters
:lkr
AN EQUAL OPPORTUNITY EMPLOYER
Air
ENGINEERS I ARCWTECTS I PLANNERS 3535 VADNAIS CENTER DRIVE, ST PAUL, MINNESOTA 55110 612 490-2000
October 16, 1990 RE: EAGAN, MINNESOTA
FIRSTAR EAGAN BANK
CLIFF LAKE ROAD
Mr. Mike Ridley
Planning Department
City of Eagan
3830 Pilot Knob Road
Eagan, Minnesota 55122
Dear Mike:
The purpose of this letter is to provide a site plan analysis for
Firstar Bank along Cliff Lake Road at Cliff Lake Centre in Eagan.
Our review consisted of two areas of analysis. First, a review
of onsite circulation and parking; and second, a comparison of
the trip generation of the proposed bank facility with the trip,
generation of future outlot development as estimated in the Cliff
Lake Centre traffic study in 1988.
The project consists of a bank of approximately 7,300 square feet
which includes the canopy over the drive-thru windows. Five
drive-thru lanes are shown on the site plan in addition to an
Automatic Teller Machine (ATM) lane. Twenty-three customer
parking spaces, as well as five employee parking spaces are
provided.
Site Design
Access to the bank is taken from a major onsite circulation aisle
at Cliff Lake Centre. The northerly driveway is an entrance only
access, while the southerly driveway is an exit only. The
accesses appear to work well with the onsite circulation and
parking pattern as shown on the site plan. Drivers entering the
site via the driveway north of the bank site will be required to
complete a U-turn maneuver into the bank's entrance drive. This
may be somewhat awkward during peak times at the Centre, however,
it is not expected to create any major onsite circulation delays
or problems.
7'.
SHORT ELLIOTT ST PAUL, CHIPPEWA FALLS,
HENDRICKSON INC. MINNESOTA WISCONSIN
Mr. Mike Ridley
October 16, 1990
Page 2
The exit driveway appears to be an adequate distance from Cliff
Lake Road. The curb returns shown on both driveways have a
radius of approximately 12 feet. We suggest that this be
increased to 15 feet to avoid wheel tracking of larger vehicles
over the curbs.
The layout of the parking spaces will function well as they
relate to the entrance and exit only drives provided on the site.
Elimination of the most northerly parking space adjacent to the
bank building is suggested. Drivers using this parking space
will be required to back out into the bank entrance upon exiting
the site which is not advisable, especially since this entrance
also serves the ATM lane and auto bank lanes. If the width of
the parking spaces in this row is reduced to nine feet rather
than ten, it is possible that the same number of parking spaces
could still be provided, with an increased distance between the
driveway and the handicap parking space.
The configuration of the employee parking may create some
difficulties during peak hours of use in the drive-thru facility.
An employee arriving at work from lunch or in the middle of the
day may not wish to wait in line in the drive-thru to access the
angle parking spaces. Access via the customer parking area will
be somewhat difficult due to the angle of the spaces.
There are several concerns with respect to the drive-thru
facility and ATM lane. The drive-thru lanes are shown as being
eight feet wide. Ten-foot drive-thru lanes are advisable as
larger vans, pickups and automobiles will find the 8-foot lanes
difficult to negotiate. Ten-foot lanes are easier for drivers to
maneuver into and provide more flexibility in terms of spacing
from the auto bank facilities. The fifth drive-thru lane appears
especially cramped with slightly less than eight feet at the
entrance to the lane.
The storage area behind the drive-thru facilities will
accommodate a maximum of 16 vehicles before the queue begins to
affect the site entry and access to the customer parking area.
According the Institute of Transportation Engineers (ITE) Trip
Generation Rates, the volume of traffic generated to the site
during the p.m. peak hour is approximately 100 vehicles. Most of
these vehicles will be bound for the drive-thru lanes since walk-
~7.
Mr. Mike Ridley
October 16, 1990
Page 3
in facilities of banks are typically closed during the p.m. peak
hour. To process 100 vehicles in one peak hour, all five drive-
thru windows would need to be open and operating with an average
of three minutes per customer in order avoid a situation where
vehicles begin to accumulate in the stacking area. Some stacking
will always occur since vehicles tend to arrive in platoons or
groups because of the traffic signal patterns on surrounding
streets.
The 100 customers arriving at the bank during the p.m. peak hour
does not include those customers which would use the ATM lane.
Stacking of 10-13 vehicles in the auto bank drive-thru lanes will
result in a blocked path to the ATM lane. This would further
contribute to the volume of cars which could queue as far back as
the entrance to the bank during peak hours of drive-thru use such
as the noon hour or the early evening hours.
The key factor to processing this volume of customers in the
drive-thru facility fast enough to avoid a lengthy queuing
situation is to ensure that all five drive-thru lanes are open
and that there is an adequate number of employees to serve the
lanes.
According to previous studies of trip generation for drive-thru
banks, the volume of cars entering during the p.m. peak hour
would decrease to approximately 80 vehicles if the number of
drive-thru lanes was reduced to four. This would reduce the need
for capacity in the stacking area.
A concern with respect to the drive-thru portion of the bank
facility is the short length of the stacking area between the
corner on the north edge of the site and the drive-thru lanes
themselves. Given the configuration of the approach to the
drive-thru windows, we expect confusion and difficult maneuvering
during the peak hours of use. This will especially occur in
vehicles approaching the first drive-thru lane due to the tight
corner, and vehicles approaching the fourth and fifth lane, as
they will share the same stacking area.
To avoid wheel tracking over the raised island between the first
and second autobank lanes, we suggest shortening the south end of
the island by ten feet. As shown, vehicles in the first lane
would find it difficult to exit without their rear tires tracking
over this island.
78.
Mr. Mike Ridley
October 16, 1990
Page 4
A location for a trash enclosure has not been identified on the
site plan. Trash truck accessibility to the enclosure should be
checked once the location is chosen.
Trip Generation
The purpose of reviewing trip generation of this project is to
ensure consistency with the trip generation anticipated as part
of the overall Cliff Lake Centre traffic study. The proposed
bank project has been compared with the trip generation estimates
for the outlot, or "satellite" portions of the original site.
The trip generation assumption for these portions of the
development layout is shown below:
ADT PEAK HR. ASSUMED PEAK
UNITS RATE RATE INTERACTION ADT HR
Satellite 29 KSF 180/KSF 12.6/KSF 40% 3130 220
Shops
In the Cliff Lake Centre traffic analysis, 40% of the trips
generated by the satellite shops were assumed to be duplicates of
other trips generated to the site by other land uses. In other
words, drivers will go to the site for two or more purposes, such
as Target and the outlot land use, or a restaurant and one of the
outlot land uses. This same level of interaction is expected for
the proposed bank facility. The expected trip generation for the
bank facility is shown below, using the 40% interaction
assumption:
ADT PEAK HR. ASSUMED PEAK
UNITS RATE RATE INTERACTION ADT HR
Firstar 5 drive-thru 318.0/ 45.0/ 40% 954 135
Bank windows window window
(Approx. 7300
Sq. Ft.)
Trip generation for the bank was calculated according to the
number of drive-thru windows provided. Similar results are
achieved using square footage as the basis for trip generation
(ADT of 1275 and p.m. peak of 118). This includes both trips
generated to the drive-thru and the walk-in portions of the bank.
79.
Mr. Mike Ridley
October 16, 1990
Page 5
As can be seen, the proposed bank facility can be expected to
generate an average of 954 trips per day, which constitutes only
30% of the daily trip generation assumed for the outlot portions
of the site. However, the p.m. peak hour is expected to generate
135 p.m. peak hour trips. This makes up 61$ of the trips
previously assumed for the outlot portions of the site.
The Automatic Teller Machine will certainly contribute to~the
daily trip generation of the proposed bank facility. However,
even if the ATM generates several hundred (i.e., up to 600) trips
per day, the project will still generate less than 509 of the
previously assumed outlot trips.
During the p.m. peak hour, ATM customers are likely to consist of
bank customers who do not wish to wait to get into a drive-thru
lane, and drivers who do not bank at Firstar. Since the ATM
shares the same access and approach lanes as the drive-thru
facility, it is likely that many drivers who do not bank at
Firstar will choose not to use the machine during the peak hours,
when the drive-thru banking facilities are experiencing their
greatest level of use. Assuming the ATM machines are used by 30
people during the p.m. peak hour, at an average of two minutes
per customer, the trip generation of the ATM would be 60 (30 in,
30 out). Again, the assumed interaction factor of at least 40%
can be applied, bringing the trip generation down to 36.
The total of the bank and ATM p.m. peak hour trip generation is
then 171, or 77% of the previously assumed trips. Since this
site is now the only outlot development in Cliff Lake Centre, it
appears the previously assumed trip generation will not be
exceeded. Since the roadway capacity in this area is critical,
it is advisable to look closely at whatever future land uses are
proposed on the site to ensure consistency with previous
assumptions, or to determine whether or not further mitigation is
necessary.
In summary, the trip generation for this project does not appear
inconsistent with that previously assumed for the outlot portion
of the site. We recommend increasing the width of the drive-thru
lanes to 10 feet. A. beneficial outcome of this would be the
elimination of one drive-thru lane, which would help to avoid
confusion and congestion in the stacking area of the drive-thru
facilities.
~O.
Mr. Mike Ridley
October 16, 1990
Page 6
If you have any questions on any of the above comments or
suggestions, please do not hesitate to give me a call at
490-2071.
Sincerely,
Cindy Gray,
Transportation Planner
CRG/cih
FINANCIAL OBLIGATION
WATER AVAILABILITY CHARGE
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BLOCK i -
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SUBJECT: PRELIMINARY PLAT - BEST BRANDS ADDITION
APPLICANT: BEST BRANDS INC
LOCATION: PART OF LOT 8, 9, & 10, BLOCK 2
SIBLEY TERMINAL INDUSTRIAL PARK
EXISTING ZONING: I-1 (LIMITED INDUSTRIAL)
DATE OF PUBLIC HEARING: OCTOBER 23, 1990
DATE OF REPORT: OCTOBER 10, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted by Best Brands, Inc. to
plat approximately seven acres of previously-zoned Limited Industrial land in the Sibley
Terminal Industrial Park.
BACKGROUND: Best Brands, Inc. has been located in Eagan 14 years and employs
approximately 110 people. The company manufactures and warehouses bakery ingredients.
In October of 1988, the applicant received a Variance to allow a silo to be constructed 8'
above the 40' height limitation imposed in a Limited Industrial district. At the April 4, 1989
City Council meeting, they were approved for a 1.61% Variance to the 35% building
coverage maximum. At that time, the Company added a computerized production facility
which would increase production by 200%. Forty-one thousand square feet of additional
warehouse, refrigeration, and freezer space were required to support the new facility. After
a lease expired, they took over their own 22,400 square foot building located on Lot 9 and
are in the process of constructing an 18,450 square foot addition to the building on Lot 10.
A condition of approval for the Variance request was submission of a landscaping plan to
upgrade the landscaping of the site. The plan was submitted, approved, and completed in
a timely manner and has made a dramatic visual improvement along Yankee Doodle Road.
On August 17, 1990, Best Brands submitted a Waiver of Plat application to split Lot 8, Block
2, Sibley Terminal Industrial Park. Lot 8 had been split once, creating two parcels. During
review for the Waiver of Plat, staff requested Best Brands, Inc. to plat the property as Lot
1, Block 1, Best Brands Addition, because their request was to split Lot 8 for a second time
and adjoin it to Lot 10. This would clean up the legal description for the City.
LOCATION/SITE PLAN: The 7.63 acre site is located directly north along Yankee Doodle
Road, east of Terminal Drive, south of Sibley Terminal Industrial Park, and west of Highway
13. Presently, the site has two existing buildings and an 18,450 square foot addition, under
construction. The northern portion of the newly-created Lot 1 contains a large wooded area.
'?3.
The proposal indicates a future addition of approximately 28,200 square feet to the north
side of the existing 50,216 square foot building on what was Lot 10. This future addition will
extend into the southeast corner of the originally platted Lot 8. The purpose of this addition
is for storage expansion of frozen dough products. Access to the addition will be gained
from the southern portion of the lot north of the 18,450 square foot addition.
As previously mentioned, the total building coverage for the site was 36.61%. Calculating
the additional 1.97 acre parcel brings the total building coverage to 27.3%. The total with
the future expansion is 35.7%. The future expansion building size is speculative and is an
approximation. The applicants have been made aware of the City Code which allows a
maximum 35% lot coverage. The existing building on former Lot 10, the addition now under
construction, and the proposed addition all meet, or exceed, the minimum setback
requirements. However, the existing building on the former Lot 9 does not meet the current
I-1 setback from public street of 40'. As shown on the site plan, the setback ranges from
the southwest corner of the building at 20' to the southeast corner of the building at 25'.
This building was constructed in 1971. The 20' setback was indicated on the Certificate of
Survey submitted and approved by staff.
Last year an additional 120' x 120' (14,400 square foot) parking lot was added to increase
on-site parking for the lot.
COMMENTS: The following is a preliminary staff recommendation from the Parks &
Recreation Department which will go before the Advisory Parks & Recreation Commission
on November 1, 1.990.
The 1.97 acre parcel which is being incorporated into an existing platted lot is subject to a
parks dedication of $.025 per square foot of net land area with payment due at final plat.
It appears that the 1.97 acre parcel is subject to a cash trailway dedication.
GRADING/DRAINAGE/EROSION CONTROL: A preliminary grading plan covering the
proposed building expansion to the north was not submitted for staff review. The
developer will be required to submit a grading, drainage and erosion control plan to the
City for their review and approval before any expansion can occur. The preliminary site
plan shows constructing the future building addition over an existing 24" public storm
sewer. The storm sewer system will have to be relocated around the future building when
the expansion occurs.
WATER QUALITY: The proposed development was reviewed for water quality
requirements in accordance with the City's Water Quality Management Plan. The
development is located in the direct drainage area to Pond CP-8. Pond CP-8 is a
designated ponding area in the City's Comprehensive Storm Water and Water Quality
Management Plans. The development is required to provide cash as fulfillment of water
quality requirements based on a minimum ponding area of 0.47 acres and a wet pond
volume of 1.46 acre-feet. These requirements are subject to change but based on final
plat dimensions and areas.
UTILITIES: Sanitary sewer service is available to the site from an existing 30" trunk
sanitary sewer line, located along the East property line of the site. The future building
addition will be constructed over an existing sanitary sewer service line that serves the
building in the center of the site.
Water main service to the site is available from an existing 12" trunk water main on
Yankee Doodle Road and Terminal Drive. The developer will be required to submit a
water main and hydrant layout plan to the City for their review and approval to allow the
City to review the fire protection and water supply requirements of the building expansion.
STREETS/ACCESS/CIRCULATION: Street access has been provided to the site from
Yankee Doodle Road and Terminal Drive. The developer recently upgraded the parking
lot for the southwesterly half of the site. A site plan covering the parking lot and building
expansion of the northeasterly half of the site shall be submitted for City review and
approval. The parking lot expansion shall be constructed to City Codes with a concrete
or bituminous surface, concrete curb and gutter, and storm sewer.
EASEMENTS/RIGHT-OF-WAY/PERMITS: An additional 5' of utility easement is required
along the existing 30" sanitary sewer along the easterly property line of the development.
An additional 10' of utility easement is required for the existing 24" storm sewer which
serves the westerly adjacent property.
This development shall be responsible for ensuring that all regulatory agency permits are
acquired prior to final plat approval.
Ss,
FINANCIAL OBLIGATION - BEST BRANDS:
Based upon the study of the financial obligations collected in the past and the uses
proposed for the property, the following charges are proposed. The charges are computed
using the City's existing fee schedule and existing and proposed connections to be made
to the City's utility system based on the submitted plans.
Improvement Project Use Rate Quantity Arnxat
Lateral benefit
2
San Sewer Trunk 15 C/I $16.55/ff 556 f.f. $9.20
TOTAL $9,202
BEST BRANDS, INC. CONDITIONS
1. These standard conditions of plat approval as adopted by Council action on July
10, 1990 shall be complied with:
Al, B1, B2, C1, C2, Dl, C1, Fl, G1. and H1.
2. The development is required to provide a cash dedication for fulfillment of the
water quality requirements of the development in accordance with the City's Water
Quality Management Plan.
3. An additional 5' of utility easement is required along the existing 30" sanitary sewer
located along the easterly property line of the development.
4. An additional 10' of utility easement is required for the existing 24" storm sewer
which serves the westerly adjacent property to the development.
5. The development will be required to submit a detailed water main and hydrant
layout plan to the City for review of the fire protection and water supply
requirements of the building expansion.
6. The proposed parking lot expansion is required to be constructed in accordance
with City Codes and Standards.
8(.
STANDARD CONDITIONS OF PLAT APPROVAL
A. Financial Obligations
1. . This development shall accept its additional financial
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
B. Easements and Rights-of-way
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development or
accommodate it.
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
C. Plans and Specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes, engineering standards, guidelines and policies.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards prior to final plat approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
~7
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan. The financial guarantee shall be
included in the Development Contract and not be released
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City Code and engineering standards.
D. Public Improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
at a formal public hearing by Council action prior to
final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency..
F. Parks and Trails Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by Council action.
G. Water Quality Dedication
1. This development shall be responsible for providing a
cash dedication in addition to/in lieu of ponding
requirements in accordance with the criteria identified
in the City's Water Quality Management Plan.
H. Other
1. All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission City Council
Approved: August 25, 1987 September 15, 1987
Revised: July 10, 1990
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SUBJECT: PRELIMINARY PLAT
(BURRVIEW POND ADDITION)
APPLICANT: J. GARY SANDER
LOCATION: NE 1/4 OF SECTION 12
P.I.D. #10-03800-010-03
EXISTING ZONING: R-4 (MULTIPLE RESIDENTIAL)
DATE OF PUBLIC HEARING: OCTOBER 23, 1990
DATE OF REPORT: OCTOBER 12, 1990
COMPILED BY: COMMUNITY DEVELOPMENT DEPARTMENT
APPLICATION SUMMARY: An application has been submitted requesting a Preliminary
Plat for the Burrview Pond Addition consisting of 132 rental apartment units located on 13.7
acres of previously-zoned R-4 (Multiple) property along the south side of Highway 55 north
of Chapel Lane. The Land Use Guide Plan designates this area D-III (Mixed Residential)
which calls for a density of 6-12 units per acre. The prevailing R-4 zoning allows a density
of 12+ units per acre.
BACKGROUND: A Preliminary Plat was previously approved for this site on June 7, 1988.
The Crystal Ponds Addition proposal had a 15 building configuration with a total of 137
units. This proposal had a site building coverage of 15% and a paved area coverage of 18%,
with a total site hard surface area of 33%. The Final Plat was never obtained.
The site in question was Area V of the City's "Multi-family Residential Land Study". In its
review of this study area, on April 3, 1990, the City Council recommended consideration of
a Comprehensive Land Use Guide Plan Amendment changing the designation of the site
to D-II (Mixed Residential, 0-6 units per acre) and a Rezoning to R-3 (Townhouse).
However, no public hearing was scheduled to consider this recommendation because the
property owner informed staff of his intent to submit a Preliminary Plat application. At its
June 4, 1990 meeting, the City Council directed staff to proceed with review of the
Preliminary Plat application for this site.
EXISTING CONDITIONS: The site is bounded by single family homes in the Burrview
Acres Addition on the south and Selmark and Harvey Additions on the west. Property
zoned General Business that includes a landscape company abuts the site on the east side.
Currently, the site is primarily open grassland except for some scattered deciduous trees that
are most abundant along the edge of the pond in the northeast portion of the property. The
site slopes from the southwest to the northeast. There is a well on-site that must be
abandoned per Dakota County requirements.
91,
SITE PLAN: The site plan shows one access to the property and this is in the northwest
corner of the property off Highway 55. This access drive serves two separate surface
parking areas. The City Code limits building coverage to 20% of the site. This proposal has
a building coverage of 8.1% with a paved area coverage of 9%; the total hard surfaced area
of the lot is 17.1% The density of this proposal is 9.6 units per acre of gross area, while
the net density is 12.67 units per acre.
This net figure is arrived at by allowing only 10% of the easement area to be used when
calculating the density of the proposal. The City Code allows only 10% of any unbuildable
area, easements, right-of-way, etc. to be included in a site density calculation.
The 12.67 unit per acre net density meets the R-4 zoning requirement, but exceeds the
Guide Plan D-III density of 6-12 units per acre. The existing zoning supersedes the guided
density. If approved, the City will have to amend the Guide Plan to be consistent with the
zoning.
This development will occur in one phase. The proposal provides for 272 parking stalls with
140 of these being underground garage parking. The City Code requires two parking stalls
per unit with one of these required to be in an enclosed parking area. The applicant is
providing eight more garage parking stalls than required. The site plan also shows a proof
of parking for 30 additional surface parking stalls, if necessary.
The site in question lies approximately four miles from the ends of the parallel runways and
falls in the fourth policy contour as defined by the Metropolitan Council. The Metropolitan
Council has established conditions of noise abatement required of any development project
falling in a policy contour.
Due to its location in the fourth policy contour, this proposal shall be designed and
constructed to achieve an interior sound level of 45 dba, such design to be subject to review
by an acoustics specialist chosen by the City. Also, the developer shall ensure that any
subsequent owners and managers shall inform prospective residents that the subject property
is within an aircraft noise impact area.
COMMENTS: The proposed 132 units break down into 42 one and three bedroom units
and 48 two bedroom units. The developer is intending to attract a range of tenants
including singles, small families, and empty nesters with moderate rental rates.
All units will include kitchen appliances and uniform window treatments. Community
laundry facilities will also be provided. Access into the building will be controlled by a
telephone controlled security system. The building will be protected by an automatic
sprinkler system throughout.
Storage space will be provided outside each dwelling unit with bicycle storage provided on
the garage level. The building will be served by one elevator, as well as three stair wells, two
of which will allow for access to the front and rear of the building. Two trash and recyclable
rooms and two trash chutes will be located with one each on either side of the building.
The building will be sided with a maintenance free aluminum or vinyl lap siding (the color
has yet to be decided), while the building foundations shall be rock face concrete block. The
building side walls are broken by balcony or living room projects that are capped by roof
gables.
The Parks & Recreation staff is recommending the following to the Advisory Parks &
Recreation Commission at its November 1, 1990 meeting: the proposal be subject to cash
parks and trails dedication; the developer provide a tot lot and receive a cash park land
credit; and the developer revise the grading plan to provide recreational open space in
accordance with the City Code.
The City Code requires all multiple land uses to provide a minimum recreational area
calculated as 200 sq. ft. for each dwelling unit containing two or less bedrooms and 100
additional sq. ft. for each dwelling unit containing more than two bedrooms. The calculation
is as follows:
1 bedroom 42x200 = 8,400
2 bedroom 48x200 = 9,600
3 bedroom 42x100 = 4,200
TOTAL 22,200 sq. ft.
It appears this site could accommodate a recreational area of this size in addition to the
proposed 150' x 150' tot lot.
LANDSCAPING: The landscape plan submitted is preliminary only. The final plan must
be submitted on the final approved grading plan. Through the submission process, the
applicant has represented that a large berm would be constructed on the south side of the
property. However, in some areas it is as small as 2-4 feet and non-existent along the
southeast portion of the building. The proposed landscaping is aesthetically pleasing, but
does not act as a buffer to the single family area. All plant material is the minimum size
allowed by the City. Staff requested that sections showing the relationship and elevations
of the apartment building to the single family homes with the proposed landscaped berming
be provided so this could be reviewed with the Preliminary Plat. Only one elevation was
provided.
GRADING/DRAINAGE/EROSION CONTROL: This plat provides for the grading of an
undeveloped area of the City that is located along the south frontage road of TH 55, east
of the intersection with TH 149. The existing area of the plat has a maximum differential
in elevation of approximately 58'. The site is partially wooded and contains storm water
Pond GP-2. Pond GP-2 is a designated ponding area in the City's Comprehensive Storm
Water and Water Quality Management Plans.
The proposed grading will disturb approximately 6 acres of the 13.7 acre site and will
minimize the removal of trees and wooded areas. Grading will not change the existing
drainage patterns which direct flows overland to Pond GP-2.
Storm water flows from approximately 4.6 acres of the graded portion of the site will be
collected in a storm sewer system that will direct the flows to Pond GP- 2. Storm water
flows from the remaining 1.4 acres of the graded portions of the site will flow overland
to Pond GP-2.
In addition to the proposed storm sewer that will serve the site, a storm sewer will be
extended from Pond GP-2 to the west property line of the plat. This line will provide an
outlet for storm water that presently flows within the south ditch of the frontage road to
Pond GP-2.
Maximum street grades within the site will be 5% and the driveway intersection with the
frontage road will -meet the City's design standards for grades of 2% or less.
WATER QUALITY: A storm water detention pond has been proposed on the preliminary
plat for storm water drainage from the proposed storm sewer within the plat. This pond
will provide the water quality requirements for its drainage area of 4.6 acres. The
required land area of the pond will be 0.3 acres and required wet storage volume will be
0.85 ac-ft. The runoff characteristics of the remaining portion of the site that will be
developed, 1.6 acres, will not change. Therefore staff recommends that no water quality
requirements be applied against this part of the development.
Staff further recommends that water quality requirements for the remaining undeveloped
portions of the site be addressed only if development of those portions occurs.
UTILITIES: Sanitary sewer of sufficient size, capacity, and depth is available within the
frontage road and is proposed to be extended for service within the plat.
Water main pressure and flows to the site were investigated. It was determined that the
water main located within the frontage road is of sufficient size, pressure, and capacity to
serve the domestic usage needs of the proposed apartment building. It also appears that
the water main will adequately serve the proposed sprinkler system for fire protection of
the building. This is subject to the specific requirements of the sprinkler system that is
installed. If a sprinkler system is not used, adequate pressure and capacity for fire
protection will not be available to the building.
STREETS/ACCESS/CIRCULATION: Access to the plat will be from the TH 55 frontage
Road. MnDOT has reviewed the preliminary plat and made recommendations concerning
the access. Staff concurs with these recommendations.
All streets within the plat are proposed to be privately owned and maintained. Due to the
condition of the existing frontage road, which is owned by MnDOT but maintained by the
City, staff recommends that the portion of the frontage road that abuts the plat be
upgraded to current City standards with storm sewer and concrete curb and gutter.
EASEMENTS/RIGHT-OF-WAY/PERMITS: No right-of-way for internal streets will be
dedicated as part of the plat since all streets will be privately owned. No additional
right-of-way along the frontage road is required. All required easements of sufficient
width based on depth of utilities will be dedicated as part of the plat. In addition,
drainage and utility easements for Pond GP-2 and the proposed detention pond will be
dedicated as part of the plat.
The development will be responsible for ensuring that all regulatory agency permits
(MPCA, Minn. Dept. of Health, MWCC, MnDOT, Corps of Engineers, Dakota County
Highway Department, etc.) are obtained prior to final plat approval.
/l3/.
FINANCIAL OBLIGATION - BURRVIEW POND ADDITION:
Raced upon the study of the financial obligations collected in the past and the uses
proposed for the property, the following charges are proposed. The charges are computed
using the City's existing fee schedule and connections proposed to he made to the City's
utility system based on the submitted plans.
Improvement Project Use Rate Quantity Aniut
None $0
R111MVIEW POND ADDITION CONDITIONS:
These stand.ncl conditions of plat approval as adopted by Council action on July
10, 1()90 shall he cc?r?aplied will):
AI, Ill, n?, 111, 114, ('I, ('4, Cr,, 1)1, r1, rl, and Ill.
'brash and aervclinp cnnt;?inris shall he inside the building.
I)evelopea shall scchn?it inferior scnrl?el level design to he levicwed at the
developer's expense by an acoustics specialist chosen by the City.
The developer sh:cll ensanr Ilaat ;nay subsequent owners and managers shall inform
prospec•live mesidentc that the seahject property is within an nirctaft noise impact
area which naafi be ronsiclearc) excessive to some people.
The well on site shall he ahandoned per County regi lations.
n All signalwe shall nm•e•1 Sign ('odr tegnlations and he responsible for the one-lime
sign fee (if $2.S0 pea scl. It.
1 The development is tr(luited Io upgrade the existing frontage road adjacent to the
site in acenidance with 1\1111)Ol• te(luirenlents and ('ily Standards.
st- ('ity ('ode leeluiars intean:al enhance Tone{ways he a minimum 30' wide back-of-
rurh to hark-of cm b.
The development is lrcl?ciar I Io submit (lelails relative to sptinkier system
specifications fill Irvirw 1Y staff to ensure adequate fire protection.
Id~•
STANDARD CONDITIONS OF PLAT APPROVAL
A. Financial Obligations
1. This development shall accept its additional financial
obligations as defined in the staff's report in
accordance with the final plat dimensions and the rates
in effect at the time of final plat approval.
B. Easements and Rights-of-Way
1. This development shall dedicate 10' drainage and utility
easements centered over all common lot lines and adjacent
to private property or public right-of-way.
2. This development shall dedicate, provide, or financially
guarantee the acquisition costs of additional drainage,
ponding, and utility easements as required by the
alignment, depth, and storage capacity of all required
public utilities and streets located beyond the
boundaries of this plat or outside of dedicated public
right-of-way as necessary to service this development or
accommodate it.
3. This development shall dedicate all public right-of-way
and temporary slope easements for ultimate development
of adjacent roadways as required by the appropriate
jurisdictional agency.
4. This development shall dedicate adequate drainage and
ponding easements to incorporate the required high water
elevation necessitated by City storm water storage volume
requirements.
C. Plans and specifications
1. All public streets and utilities necessary to provide
service to this development shall be designed by a
registered professional engineer in accordance with City
codes, engineering standards, guidelines and policies.
2. A detailed grading, drainage, erosion, and sediment
control plan must be prepared in accordance with current
City standards prior to final plat approval.
3. This development shall insure that all temporary dead end
public streets shall have a cul-de-sac constructed in
accordance with City engineering standards.
STANDARD CONDITIONS OF PLAT APPROVAL
PAGE TWO
4. A detailed landscape plan shall be submitted on the
proposed grading plan. The financial guarantee shall be
included in the Development Contract and not be released
until one year after the date of installation.
5. All internal public and private streets shall be
constructed within the required right-of-way in
accordance with City Code and engineering standards.
D. Public Improvements
1. If any public improvements are to be installed under a
City contract, the appropriate project must be approved
at a formal public hearing by council action prior to
final plat approval.
E. Permits
1. This development shall be responsible for the acquisition
of all regulatory agency permits in the time frame
required by the affected agency..
F. Parks and Trails Dedication
1. This development shall fulfill its parks dedication
requirements as recommended by the Advisory Parks and
Recreation Commission and approved by council action.
G. Water Quality Dedication
1. This. development shall be responsible for providing a
cash dedication in addition to/in lieu of ponding
requirements in accordance with the criteria identified
in the City's Water Quality Management Plan.
H. Other
1. All standard platting and zoning conditions shall be
adhered to unless specifically granted a variance by
Council action.
Advisory Planning Commission city council
Approved: August 25, 1987 September 15, 1987
Revised: July 10, 1990
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